CN107938511A - A kind of orthotropic plate concrete combined bridge deck and its construction method - Google Patents
A kind of orthotropic plate concrete combined bridge deck and its construction method Download PDFInfo
- Publication number
- CN107938511A CN107938511A CN201710970521.3A CN201710970521A CN107938511A CN 107938511 A CN107938511 A CN 107938511A CN 201710970521 A CN201710970521 A CN 201710970521A CN 107938511 A CN107938511 A CN 107938511A
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
- E01D19/125—Grating or flooring for bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Invention provides a kind of orthotropic plate concrete combined bridge deck and its construction method.The combined bridge deck includes orthotropic plate, bar-mat reinforcement and concrete.The orthotropic plate includes steel sole plate and some T-steels.Some pieces of T-steels are in steel sole plate upper surface along vertical bridge to arranged for interval.Bar-mat reinforcement is equipped with above the T-steel edge of a wing.The upper surface of the steel sole plate is also welded with some edge of a wing baffles.During work, the concrete and orthotropic plate cooperative bearing.The construction method of the combined bridge deck includes processing orthotropic plate, lifting orthotropic plate, is laid with bar-mat reinforcement and casting concrete structure sheaf.The combined bridge deck increases direction across bridge bending resistance, reduces the thickness of floorings, alleviates dead load, improve the direction across bridge bending resistance of floorings and the overall span ability of bridge main body, cost is reduced, the durability of structure is improved, has broad application prospects.
Description
Technical field
The present invention relates to technical field of bridge engineering, and in particular to a kind of cross bridge floor board structure and its construction party
Method.
Background technology
Floorings are the important components that various loads on bridge floor are delivered to girder, directly bear the work repeatedly of wheel load
With being one of damageable zone of bridge structure.At present, common floorings are divided into concrete slab, steel bridge deck in engineering
And steel-mixed three kinds of combined bridge deck.
Concrete slab have the advantages that rigidity greatly with low cost, but since it is from great, low construction efficiency, Yi Kai
Split, it is less economical when applying in Large Span Bridges, mainly in Short/Medium Span Bridge or construction period require loose engineering
Using.The advantages of steel bridge deck is due to white heavy and light, intensity height, factorial praluction, gradually began to use in engineering in recent years, special
It is not to be used widely in Longspan Bridge.But steel bridge deck mat formation it is cumbersome and expensive, in recent years, the fatigue of steel bridge deck
Crack and pave-load layer cracking failure problem largely occur, and are not well solved always, influence structure and traffic safety.
Steel-mixed combined bridge deck is combined steel with concrete structure by shear connector integral, can give full play to steel
The characteristics of plate tensile strength height and good concrete anti-compression performance, while also it is avoided that concrete slab is easily opened from great, tension
Split, steel bridge deck fatiguability cracking, pave-load layer cracky the problems such as, the application in science of bridge building is increasingly extensive in recent years.At present
Most widely used steel-mixed combined bridge deck is placed in orthotropic plate and concrete knot below steel plate for ribbed stiffener
Conjunction forms, and is mainly used in steel box girder bridge, and orthotropic plate is the top plate of steel box-girder, and a large amount of welderings are welded above steel plate
Nail, is laid with thin layer ultra-high performance concrete, closeer bar-mat reinforcement is set to strengthen the bend resistance of concrete layer in concrete layer afterwards
Ability.But need to weld between this combined bridge deck and beam web, come for the higher composite beam bridge of prefabricated construction degree
Say, the construction method being combined again after girder can separately be lifted with floorings, the two is in place is extremely important；Meanwhile because of bridge
The direction across bridge stress of panel is relatively more unfavorable to stress along bridge, and traditional steel-mixed combined bridge deck needs to set substantial amounts of crossbeam
To ensure the direction across bridge stress of floorings safety.
Therefore, it is necessary to which inventing one kind has from heavy and light, high capacity, simple structure, while it can be used for prefabricated construction
Novel steel-mixed combined bridge deck, with ensure steel-mixed combined bridge deck be respectively provided with various conditions the wide scope of application with
Good stress performance.
The content of the invention
The purpose of the present invention is one kind offer orthotropic plate-concrete combined bridge deck and its construction method, with solution
Certainly problems of the prior art.
To realize that the technical solution that the object of the invention uses is a kind of such, orthotropic plate-Combined concrete
Floorings, including orthotropic plate, bar-mat reinforcement and concrete.
The orthotropic plate includes steel sole plate and some T-steels.Every piece of T-steel includes T-steel web and the T-steel wing
Edge.The T-steel web and the length direction on the T-steel edge of a wing are consistent with direction across bridge.
Some pieces of T-steels are in steel sole plate upper surface along vertical bridge to arranged for interval.The T-steel web is welded with steel sole plate
Connect.
Bar-mat reinforcement is equipped with above the T-steel edge of a wing.
The upper surface of the steel sole plate is also welded with 2 pieces of edge of a wing baffles.2 pieces of edge of a wing baffles are arranged in steel sole plate
Along the both ends of direction across bridge.The steel sole plate and edge of a wing baffle surround semi-surrounding space.It is closely knit in the semi-surrounding space to pour
Concrete forms concrete.The T-steel and bar-mat reinforcement are coated in concrete.
Further, it is spaced apart on the T-steel web and widens circular hole equipped with several.
Further, the bar-mat reinforcement is formed from vertical bridge to Ribbed Bar and the binding of direction across bridge Ribbed Bar.Determine in bar-mat reinforcement
After position, bar-mat reinforcement is fixed together by discontinuous spot welding and the T-steel edge of a wing.
Further, the concrete bears position in top surface and pours point two layers, and lower floor uses normal concrete, on
Layer uses high ductility cement-base composite material or ultra-high performance concrete.
Invention additionally discloses a kind of construction on orthotropic plate-concrete combined bridge deck described in claim 1
Method, comprises the following steps：
1) in factory process orthotropic plate.Opened up at T-steel web interval and widen circular hole.Welded in steel sole plate upper surface
Connect edge of a wing baffle.
2) orthotropic plate is transported to construction site.Orthotropic plate is lifted to steel longeron by crane,
And carry out fine adjustment.Orthotropic plate and steel longeron are welded after the completion of positioning.
3) hoisting steel mesh piece is laid with to above the T-steel edge of a wing by crane, and be fixed.
4) casting concrete structure sheaf.
The solution have the advantages that unquestionable：
A. compared with existing reinforced concrete bridge deck plate, combined bridge deck increases direction across bridge bending resistance, reduces bridge
The thickness of panel, alleviates dead load, improves the direction across bridge bending resistance of floorings and the overall leap of bridge main body
Ability；Compared with steel bridge deck, combined bridge deck has saved steel using amount, reduces cost, improves the durability of structure；
B. compared with existing steel concrete combined bridge front panel, lower floor's regular reinforcement of concrete slab is eliminated, is used at the same time
Widened circular hole, good fluidity during concreting, improves construction efficiency and construction precision, has saved construction cost；
C. it is applied widely, it can be applied to steel plate and concrete composite beam, steel box-concrete beam, waveform steel abdomen
In the deck structrue of plate-concrete combination beam and steel truss-concrete combination beam, it can also be used to the floor construction of building structure
In.
Brief description of the drawings
Fig. 1 is combined bridge deck plate structure schematic diagram；
Fig. 2 is orthotropic plate structure diagram；
Fig. 3 indulges bridge to sectional view for floorings；
Fig. 4 is floorings direction across bridge sectional view；
Fig. 5 is bar-mat reinforcement structure diagram.
In figure：Steel sole plate 1, concrete 2, T-steel 3, T-steel web 301, widen circular hole 3011, the T-steel edge of a wing
302nd, bridge is indulged to Ribbed Bar 4, direction across bridge Ribbed Bar 5, edge of a wing baffle 6.
Embodiment
With reference to embodiment, the invention will be further described, but should not be construed the above-mentioned subject area of the present invention only
It is limited to following embodiments.Without departing from the idea case in the present invention described above, according to ordinary skill knowledge and used
With means, various replacements and change are made, should all be included within the scope of the present invention.
Embodiment 1：
A kind of orthotropic plate-concrete combined bridge deck, it is characterised in that including orthotropic plate, bar-mat reinforcement
With concrete 2.
Referring to Fig. 1, the orthotropic plate includes steel sole plate 1 and 8 pieces of T-steels 3.Every piece of T-steel 3 includes T-steel abdomen
Plate 301 and the T-steel edge of a wing 302.The plate face on the T-steel web 301 and the T-steel edge of a wing 302 is mutually perpendicular to.The T-steel abdomen
Plate 301 and the length direction on the T-steel edge of a wing 302 are consistent with direction across bridge.
Referring to Fig. 2 and Fig. 3,8 pieces of T-steels 3 are in 1 upper surface of steel sole plate along vertical bridge to arranged for interval.The steel sole plate 1
It is parallel with the plate face on the T-steel edge of a wing 302, it is vertical with the plate face of T-steel web 301.The T-steel web 301 is welded with steel sole plate 1
Connect.In the present embodiment, without wearing reinforcing bar in perforate on T-steel web 301.It is spaced apart and is equipped with the T-steel web 301
9 are widened circular hole 3011.
The top of the T-steel edge of a wing 302 is equipped with bar-mat reinforcement.The bar-mat reinforcement can be hung full wafer after processing factory binds
Dress.Referring to Fig. 5, the bar-mat reinforcement is bound and formed to Ribbed Bar 4 and direction across bridge Ribbed Bar 5 from vertical bridge.Positioned in bar-mat reinforcement
After, bar-mat reinforcement and the T-steel edge of a wing 302 are fixed together by discontinuous spot welding, reinforcing bar when ensure that casting concrete
The stability of net.
Referring to Fig. 2, the upper surface of the steel sole plate 1 is also welded with 2 pieces of edge of a wing baffles 6.Two pieces of edge of a wing baffles 6 are distinguished
It is arranged in the both ends along direction across bridge of floorings.The plate face of the steel sole plate 1 and edge of a wing baffle 6 is mutually perpendicular to.The steel sole plate 1
Surround semi-surrounding space with edge of a wing baffle 6.
Referring to Fig. 1, closely knit casting concrete forms concrete 2 in the semi-surrounding space.3 He of T-steel
Bar-mat reinforcement is coated in concrete 2.
During work, the concrete 2 and orthotropic plate cooperative bearing.Research shows that larger type element is mixed
Shear stiffness, bearing capacity and the plastic deformation ability of solidifying soil tenon are superior to the built-in reinforced concrete of stock size in the prior art
Native tenon.The concrete widened in circular hole 3011 forms plain concrete tenon.Ensured using the shear resistance of plain concrete tenon orthogonal different
Property steel plate and concrete 2 between vertical connection and direction across bridge connect.By widening 3011 inner concrete tenon of circular hole
The vertical wedge action on vertical shearing resistance and the T-steel edge of a wing 302 ensures vertical between orthotropic plate and concrete 2
The reliability of connection.Orthotropic plate and coagulation are ensured to shearing resistance by the vertical bridge of T-steel web 301 and 1 weld seam of steel sole plate
Reliability of the bridge to connection is indulged between soil structure layer 2.By widening the direction across bridge shearing resistance of 3011 inner concrete tenon of circular hole and T-shaped
Bonding, friction between steel 3 and concrete ensure that direction across bridge connects reliable between orthotropic plate and concrete 2
Property.When combined bridge deck stress deformation, the extrusion effect between T-steel 3 and concrete 2 can improve T-steel 3 with
Frictional force between concrete, further improves the reliability that direction across bridge connects between orthotropic plate and concrete 2.
What deserves to be explained is in actual production, steel sole plate 1 and edge of a wing baffle 6 can be spliced using plurality of steel plates.
The concrete 2 bears position and can divide two layers and pours in top surface, lower floor using the common C50 of common bridge structure~
C60 concrete, upper strata use ECC (Engineered Cementitious Composite, high ductility cement-base composite material)
Or UHPC (Ultra-High Performance Concrete, ultra-high performance concrete) improves the anti-of concrete
Drawing ability, improves the cracking resistance of floorings, extends its service life.
Embodiment 2：
The present embodiment discloses a kind of construction party on orthotropic plate-concrete combined bridge deck described in embodiment 1
Method, comprises the following steps：
1) in factory process orthotropic plate.Opened up at the interval of T-steel web 301 and widen circular hole 3011.In steel sole plate 1
Weld T-steel 3 and edge of a wing baffle 6 in upper surface.
2) orthotropic plate processed is transported to construction site.Orthotropic plate is lifted to steel by crane
On longeron, and carry out fine adjustment.Orthotropic plate and steel longeron are welded after the completion of positioning.
3) reinforcement yard near bridge location makes bar-mat reinforcement.The bar-mat reinforcement processed is transported to construction site,
Hoisting steel mesh piece is laid with to the top of the T-steel edge of a wing 302 by crane, and is fixed.Wherein, bar-mat reinforcement using vertical bridge to
Ribbed Bar 4 and the binding of direction across bridge Ribbed Bar 5 form.Bar-mat reinforcement is by discontinuous spot welding by bar-mat reinforcement and the T-steel edge of a wing 302
It is fixed together.
4) casting concrete structure sheaf 2, completes construction.
Claims (5)
- A kind of 1. orthotropic plate-concrete combined bridge deck, it is characterised in that including orthotropic plate, bar-mat reinforcement and Concrete (2)；The orthotropic plate includes steel sole plate (1) and some T-steels (3)；Every piece of T-steel (3) includes T-steel web (301) and the T-steel edge of a wing (302)；The length direction of the T-steel web (301) and the T-steel edge of a wing (302) is protected with direction across bridge Hold consistent；Some pieces of T-steels (3) are in steel sole plate (1) upper surface along vertical bridge to arranged for interval；The T-steel web (301) with Steel sole plate (1) welds；Bar-mat reinforcement is equipped with above the T-steel edge of a wing (302)；The upper surface of the steel sole plate (1) is also welded with 2 pieces of edge of a wing baffles (6)；2 pieces of edge of a wing baffles (6) are arranged in Both ends of the steel sole plate (1) along direction across bridge；The steel sole plate (1) and edge of a wing baffle (6) surround semi-surrounding space.The semi-surrounding Closely knit casting concrete forms concrete (2) in space；The T-steel (3) and bar-mat reinforcement are coated on concrete structure In layer (2).
- A kind of 2. orthotropic plate-concrete combined bridge deck according to claim 1, it is characterised in that：It is described T-shaped It is spaced apart on steel web (301) and widens circular hole (3011) equipped with several.
- A kind of 3. orthotropic plate-concrete combined bridge deck according to claim 1, it is characterised in that：The steel Muscle net is formed from vertical bridge to Ribbed Bar (4) and direction across bridge Ribbed Bar (5) binding；After bar-mat reinforcement positions, bar-mat reinforcement It is fixed together by discontinuous spot welding and the T-steel edge of a wing (302).
- A kind of 4. orthotropic plate-concrete combined bridge deck according to claim 1, it is characterised in that：It is described mixed Xtah Crude Clay structure layer (2) bears position in top surface and pours point two layers, and lower floor uses normal concrete, and upper strata uses high ductility cement base Composite material or ultra-high performance concrete.
- 5. a kind of construction method on orthotropic plate-concrete combined bridge deck described in claim 1, its feature exists In comprising the following steps：1) in factory process orthotropic plate；In steel sole plate (1) upper surface welding edge of a wing baffle (6)；2) orthotropic plate is transported to construction site；Orthotropic plate is lifted to steel longeron by crane, is gone forward side by side Row fine adjustment；Orthotropic plate and steel longeron are welded after the completion of positioning；3) hoisting steel mesh piece is laid with to above the T-steel edge of a wing (302) by crane, and be fixed；4) casting concrete structure sheaf (2).
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| CN201710970521.3A CN107938511A (en) | 2017-10-18 | 2017-10-18 | A kind of orthotropic plate concrete combined bridge deck and its construction method |
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| CN201710970521.3A CN107938511A (en) | 2017-10-18 | 2017-10-18 | A kind of orthotropic plate concrete combined bridge deck and its construction method |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109281248A (en) * | 2018-10-31 | 2019-01-29 | 西南交通大学 | The high fatigue resistance Orthotropic Steel Bridge Deck of full automatic welding |
| 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 |
| CN109594709A (en) * | 2018-11-07 | 2019-04-09 | 西安理工大学 | Partial precast assembled steel and regeneration concrete compoboard and production, assembly method |
| CN109916717A (en) * | 2019-02-28 | 2019-06-21 | 安徽省交通控股集团有限公司 | A kind of combined bridge deck test model and method |
| CN109930467A (en) * | 2019-04-10 | 2019-06-25 | 西南交通大学 | Steel-ECC- concrete combination beam and preparation method thereof |
| CN110616839A (en) * | 2019-09-02 | 2019-12-27 | 吉林建筑大学 | Preparation method of concrete laminated slab bottom plate based on light steel keels and cement boards |
| CN110700108A (en) * | 2019-10-30 | 2020-01-17 | 海波重型工程科技股份有限公司 | Method for installing orthotropic bridge deck slab of steel truss arch bridge in segmented mode |
| CN111549667A (en) * | 2020-01-07 | 2020-08-18 | 中铁二十五局集团第三工程有限公司 | Construction method of cast-in-situ porous steel plate combination beam of urban viaduct |
| CN112195778A (en) * | 2020-09-22 | 2021-01-08 | 浙江大学 | Toughness combination bridge deck plate composed of T-shaped steel |
| CN112482213A (en) * | 2020-12-08 | 2021-03-12 | 内蒙古工业大学 | Rigid pavement structure of combined steel bridge deck and construction method thereof |
| CN112627001A (en) * | 2021-01-15 | 2021-04-09 | 太原理工大学 | Steel plate concrete composite slab bridge |
| CN113481826A (en) * | 2021-07-21 | 2021-10-08 | 重庆大学 | Prefabricated assembled corrugated steel web combination box girder |
| CN114382002A (en) * | 2020-10-20 | 2022-04-22 | 华中科技大学 | Steel box-concrete composite beam inter-box beam connecting structure and construction method |
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| CN109281248A (en) * | 2018-10-31 | 2019-01-29 | 西南交通大学 | The high fatigue resistance Orthotropic Steel Bridge Deck of full automatic welding |
| CN109594709B (en) * | 2018-11-07 | 2021-05-25 | 西安理工大学 | Partially prefabricated assembled steel and recycled concrete composite board and manufacturing and assembling method thereof |
| CN109594709A (en) * | 2018-11-07 | 2019-04-09 | 西安理工大学 | Partial precast assembled steel and regeneration concrete compoboard and production, assembly method |
| 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 |
| 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 |
| CN109916717A (en) * | 2019-02-28 | 2019-06-21 | 安徽省交通控股集团有限公司 | A kind of combined bridge deck test model and method |
| CN109930467A (en) * | 2019-04-10 | 2019-06-25 | 西南交通大学 | Steel-ECC- concrete combination beam and preparation method thereof |
| CN109930467B (en) * | 2019-04-10 | 2023-10-10 | 西南交通大学 | Steel-ECC-concrete composite beam and preparation method thereof |
| CN110616839A (en) * | 2019-09-02 | 2019-12-27 | 吉林建筑大学 | Preparation method of concrete laminated slab bottom plate based on light steel keels and cement boards |
| CN110700108A (en) * | 2019-10-30 | 2020-01-17 | 海波重型工程科技股份有限公司 | Method for installing orthotropic bridge deck slab of steel truss arch bridge in segmented mode |
| CN111549667A (en) * | 2020-01-07 | 2020-08-18 | 中铁二十五局集团第三工程有限公司 | Construction method of cast-in-situ porous steel plate combination beam of urban viaduct |
| CN112195778A (en) * | 2020-09-22 | 2021-01-08 | 浙江大学 | Toughness combination bridge deck plate composed of T-shaped steel |
| CN112195778B (en) * | 2020-09-22 | 2022-07-05 | 浙江大学 | Toughness combination bridge deck plate composed of T-shaped steel |
| CN114382002A (en) * | 2020-10-20 | 2022-04-22 | 华中科技大学 | Steel box-concrete composite beam inter-box beam connecting structure and construction method |
| CN112482213A (en) * | 2020-12-08 | 2021-03-12 | 内蒙古工业大学 | Rigid pavement structure of combined steel bridge deck and construction method thereof |
| CN112627001A (en) * | 2021-01-15 | 2021-04-09 | 太原理工大学 | Steel plate concrete composite slab bridge |
| CN113481826A (en) * | 2021-07-21 | 2021-10-08 | 重庆大学 | Prefabricated assembled corrugated steel web combination box girder |
| CN113481826B (en) * | 2021-07-21 | 2022-07-19 | 重庆大学 | Prefabricated assembled corrugated steel web plate combined box girder |
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