CN112227200A - A stud-free ductile composite bridge deck system - Google Patents
A stud-free ductile composite bridge deck system Download PDFInfo
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- CN112227200A CN112227200A CN202011002867.2A CN202011002867A CN112227200A CN 112227200 A CN112227200 A CN 112227200A CN 202011002867 A CN202011002867 A CN 202011002867A CN 112227200 A CN112227200 A CN 112227200A
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- 239000002131 composite material Substances 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 94
- 239000010959 steel Substances 0.000 claims abstract description 94
- 239000004567 concrete Substances 0.000 claims abstract description 46
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 5
- 239000002994 raw material Substances 0.000 claims description 3
- 239000010881 fly ash Substances 0.000 claims description 2
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 claims description 2
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 229910021487 silica fume Inorganic materials 0.000 claims description 2
- 239000002893 slag Substances 0.000 claims description 2
- 238000002788 crimping Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 13
- 239000000463 material Substances 0.000 abstract description 10
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 7
- 239000000835 fiber Substances 0.000 description 6
- 229910052500 inorganic mineral Inorganic materials 0.000 description 5
- 239000011707 mineral Substances 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000012615 aggregate Substances 0.000 description 2
- 150000002500 ions Chemical class 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 239000004760 aramid Substances 0.000 description 1
- 229920003235 aromatic polyamide Polymers 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000011056 performance test Methods 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000012783 reinforcing fiber Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000005482 strain hardening Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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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
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/266—Concrete reinforced with fibres other than steel or glass
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
本发明公开了一种无栓钉韧性组合桥面板体系，包括L形卷边型钢，纵向钢筋和超高韧性混凝土。L形卷边型钢沿桥面纵向连续并排放置，相邻型钢通过两条角焊缝焊接形成桥面钢骨架。L形卷边型钢翼缘板上开有一排圆孔，纵向钢筋通过圆孔穿过各L形卷边型钢翼缘板。超高韧性混凝土浇筑在桥面钢骨架上，起到保护桥面钢骨架的作用。本发明提出的组合桥面板体系中，超高韧性混凝土可保证在多种荷载作用下不产生或仅产生100微米以下的微小裂缝，提升结构的韧性和耐久性；L形卷边型钢与纵向钢筋相结合的构造方式起到有效的抗剪和抗拔作用，替代了栓钉和横向钢筋的作用，因而大大降低了材料成本和施工复杂度，且疲劳性能优越。
The invention discloses a stud-free toughness composite bridge deck system, which comprises L-shaped curled steel, longitudinal steel bars and ultra-high toughness concrete. The L-shaped rolled-edge sections are continuously placed side by side along the longitudinal direction of the bridge deck, and the adjacent section steels are welded by two fillet welds to form the bridge deck steel skeleton. A row of circular holes is opened on the flange plate of the L-shaped curled-shaped steel, and the longitudinal reinforcement bars pass through each of the L-shaped curled-shaped steel flange plates through the circular holes. The ultra-high toughness concrete is poured on the bridge deck steel frame to protect the bridge deck steel frame. In the composite bridge deck system proposed by the present invention, the ultra-high toughness concrete can ensure that no or only tiny cracks below 100 microns are generated under various loads, and the toughness and durability of the structure are improved; L-shaped curled steel and longitudinal steel bars The combined construction method plays an effective shear and pullout resistance, replacing the role of studs and transverse reinforcement, thus greatly reducing the material cost and construction complexity, and has superior fatigue performance.
Description
Technical Field
The invention relates to the technical field of structural engineering, in particular to a stud-free toughness combined bridge deck system.
Background
With the continuous promotion of the infrastructure construction process of China, people realize that the convenience degree of urban internal traffic and urban inter-traffic greatly influences the national economic development and social progress; therefore, the country has realized the big development of road, bridge engineering in recent decades. The bridge structure is not only widely applied to urban overpasses, subway light rails, high-speed railways and the like, but also widely applied to river-crossing and sea-crossing structures. In recent years, with the construction of ultra-large bridge projects such as the mao bridge in hong kong zhu and the mao bridge in hangzhou bay, bridge structures at home and abroad face unprecedented opportunities for development. In the construction of bridge structures, the bridge deck plate not only plays a role in bearing loads such as the dead weight of an upper structure and passing vehicles, but also faces long-term effects such as wheel friction, driving vibration, water and ion erosion, and the like, so that higher requirements are put forward on the bearing capacity, durability and toughness of the bridge deck plate.
The reinforced concrete bridge deck is widely applied in actual engineering, but cannot be applied to bridge structures with large span due to the fact that the self weight of concrete is large and the tensile property of concrete materials is poor. In order to solve the problem, orthotropic steel bridge deck slabs are produced at the same time; the orthotropic bridge deck system formed by arranging longitudinal and transverse stiffening ribs outside the steel bridge deck can obviously improve the bearing efficiency of the bridge deck and the economic span of the structure; however, considering that steel materials are easy to rust when exposed to air for a long time, the durability of the orthotropic bridge deck becomes a problem to be solved urgently in engineering.
In order to solve the problems, a combined bridge deck system is formed by combining steel and concrete materials in engineering, so that the tensile property of the steel and the compressive property of the concrete are fully exerted, and the bearing performance of the structure is further improved. However, the existing steel-concrete composite bridge deck still has some problems: firstly, in order to ensure sufficient shear connection between steel and concrete and prevent the separation of the interface between the steel and the concrete, more studs (playing the double roles of shear resistance and pulling resistance) are usually arranged between the steel and the concrete, so that the construction workload is greatly increased, and the fatigue performance of the structure is influenced due to the existence of welding seams; secondly, the steel deck sections in the composite deck slab usually require a plurality of stiffening ribs to be welded out of plane, which also increases the amount of construction and affects the fatigue performance of the structure; thirdly, the common concrete material is easy to crack after being tensioned and is sensitive to local defects, cracks are easy to generate under the action of long-term load, water and ions are corroded, the corrosion resistance and durability of the bridge deck are affected, the maintenance cost of the bridge structure is obviously increased, and huge waste is caused to manpower and material resources.
Disclosure of Invention
In order to solve the problems of the traditional steel-concrete combined bridge deck slab system, the invention provides a non-stud toughness combined bridge deck slab system.
A studless flexible composite decking system, comprising:
a plurality of L shape turn-up shaped steel that place side by side along the bridge floor is vertical in succession, L shape turn-up shaped steel include: the L-shaped structure is formed by the bottom plate and the flange plates, one end of the L-shaped structure where the bottom plate is located is curled to form a connecting end, and one end of the L-shaped structure where the flange plates are located is curled to form a reinforcing end;
reinforcing steel bars penetrating through the L-shaped curled profile steels;
and concrete poured on a bridge deck steel framework formed by the L-shaped curled steel sections and the steel bars.
In the invention, the L-shaped curled profile steels are continuously arranged side by side along the longitudinal direction of the bridge deck, and the adjacent profile steels are welded through two fillet welds to form a bridge deck steel framework. A row of round holes are formed in the L-shaped rolled-edge steel flange plate, and the longitudinal steel bars penetrate through the L-shaped rolled-edge steel flange plates through the round holes. The ultra-high toughness concrete is poured on the bridge deck steel skeleton to play a role in protecting the bridge deck steel skeleton. In the combined bridge deck slab system provided by the invention, the ultra-high-toughness concrete can ensure that no or only micro cracks below 100 micrometers are generated under the action of various loads, and the toughness and durability of the structure are improved; the structural mode that L shape turn-up shaped steel and longitudinal reinforcement combine together plays effectual shear and resistance to plucking effect, has replaced the effect of peg and horizontal reinforcing bar, therefore greatly reduced material cost and construction complexity, and fatigue property is superior.
The following are preferred technical schemes of the invention:
the connecting end of the L-shaped structure curled edge is arranged in parallel with the flange plate. And each L-shaped curled profile steel is welded and connected with the connecting end of the next L-shaped curled profile steel in sequence through the flange plate of the previous L-shaped curled profile steel.
The reinforcing end of the L-shaped structure curled edge is formed by curling the edge in a direction parallel to the bottom plate firstly and then curling the edge in a direction parallel to the flange plate secondly.
The L-shaped rolled section steel is provided with a row of round holes, and the steel bars penetrate through the round holes in the L-shaped rolled section steel. The reinforcing steel bars are longitudinally arranged along the bridge deck. Namely, the steel bars longitudinally pass through round holes on the L-shaped curled profile steels along the bridge deck.
The concrete is ultra-high toughness concrete, and the thickness of the ultra-high toughness concrete layer is slightly higher than the height of the bridge deck steel skeleton, so that the effect of protecting the bridge deck steel skeleton is achieved.
In the non-stud toughness combined bridge deck slab system, L-shaped rolled-edge section steel is continuously placed side by side along the longitudinal direction of a bridge deck, and adjacent section steel is welded through two fillet welds to form a bridge deck steel framework.
In the non-stud toughness combined bridge deck slab system, a row of round holes are formed in the L-shaped rolled-edge type steel flange plates, and the longitudinal steel bars penetrate through the L-shaped rolled-edge type steel flange plates through the round holes.
In the non-stud toughness combined bridge deck slab system, ultra-high toughness concrete is poured on a bridge deck steel framework; the thickness of the ultra-high toughness concrete layer is slightly higher than the height of the bridge deck steel framework, and the ultra-high toughness concrete layer plays a role in protecting the bridge deck steel framework. The thickness of the ultra-high toughness concrete layer is 10-30% higher than the height of the bridge deck steel framework.
The ultra-high toughness concrete adopted by the invention comprises cement, an active mineral admixture, aggregate, reinforcing fiber and water, wherein the cement and the active mineral admixture are prepared from the following raw materials in percentage by weight:
most preferably, the ultra-high toughness concrete adopts the following raw materials by weight percent:
the invention provides a non-stud toughness combined bridge deck system, which is formed by combining a steel skeleton formed by welding cold-formed steel, longitudinal steel bars and ultra-high toughness concrete, and has the following advantages:
(1) the adopted ultra-high-toughness concrete has high bearing capacity under compression, shows strain hardening characteristics under tension, can stably reach more than 3 percent under the limit tensile strain, only has a plurality of densely distributed fine cracks under the limit tensile strain, can effectively separate steel from the external environment, prevents the steel from being corroded, and improves the toughness, the corrosion resistance and the durability of a bridge deck structure.
(2) The bridge deck steel skeleton is formed by welding L-shaped curled profile steel, the processing process is simple and efficient, and the bridge deck steel skeleton can be combined with an industrial welding robot, so that the processing process is industrialized; the bridge deck parameters can be flexibly changed by changing the size of the section steel, so that the modularization degree of a bridge deck system is improved while design and construction are facilitated.
(3) The shear connection effect between the steel skeleton and the ultra-high toughness concrete is ensured by utilizing the structural mode of combining the section steel flange and the longitudinally-passing steel bar; the flange structure at the upper end of the flange is further combined to play a role in resisting pulling, so that the separation of the steel and concrete interface is prevented; the system avoids the use of studs, obviously reduces the construction complexity and the cost, and simultaneously obviously improves the fatigue performance of the structure.
(4) The shaped steel flange has transversely played the effect of horizontal reinforcing bar at the bridge floor, therefore the use of horizontal reinforcing bar is avoided to the accessible appropriately adjustment shaped steel size, avoids ligature reinforcing bar net when reducing the steel quantity to show promotion efficiency of construction, reduce cost.
Drawings
FIG. 1 is a transverse cross-sectional view of a studless flexible composite decking system;
FIG. 2 is a longitudinal cross-sectional view of a non-studded flexible composite decking system;
FIG. 3 is a schematic view of the bridge deck steel skeleton;
FIG. 4 is a schematic view of an L-shaped rolled section steel.
Detailed Description
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.
As shown in fig. 1 and 2, a studless flexible composite bridge deck system comprises the following components: the steel comprises L-shaped curled steel 1, longitudinal steel bars 2 and ultra-high toughness concrete 4.
As shown in figure 3, L-shaped curled steel sections 1 are continuously arranged side by side along the longitudinal direction of the bridge deck, and adjacent steel sections 1 are welded through two fillet welds 3 to form a bridge deck steel framework, wherein 5 is the longitudinal direction of the bridge deck.
As shown in fig. 4, a row of round holes are formed on the flange plates of the L-shaped rolled section steel 1, and the longitudinal steel bar 2 passes through each flange plate of the L-shaped rolled section steel 1 through the round holes.
As shown in fig. 1 and 2, the ultra-high toughness concrete 4 is poured on the bridge deck steel framework; the thickness of the ultra-high toughness concrete 4 is slightly higher than the height of the bridge deck steel framework, and the ultra-high toughness concrete plays a role in protecting the bridge deck steel framework.
The ultra-high toughness concrete comprises the following components of cement, an active mineral admixture, aggregate, fiber and water, wherein the active mineral admixture comprises fly ash, silica fume, granulated blast furnace slag and metakaolin, the maximum particle size of the aggregate is not more than 0.5mm, the fiber adopts one or the combination of more than one of polyvinyl alcohol fiber, polyethylene fiber and aromatic polyamide fiber, the fiber length is 5-25 mm, the diameter is 0.015-0.055 mm, the elastic modulus is 30-150 GPa, the tensile strength is 1000-3500 MPa, the ultimate elongation is 2-15%, and the weight ratio of the cement to the active mineral admixture is as follows:
the performance test of the ultra-high toughness concrete obtained under the mixing proportion shows that the ultimate tensile strain can reach 3.2 percent (about 320 times of the concrete), and the width of a corresponding crack is 0.049mm when the ultimate tensile strain is achieved; the flexural strength was 12.8MPa (about 2 times that of concrete), the uniaxial compressive strength was 48MPa, and the compressive strain corresponding to the peak load was 0.55% (about 2 times that of concrete).
The ultra-high toughness concrete adopted by the non-stud toughness combined bridge deck system provided by the invention can ensure that the non-stud toughness combined bridge deck system does not generate or only generates micro cracks below 100 micrometers under the actions of pulling, pressing, bending and other various loads, has the functions of cracking resistance, seepage prevention and corrosion resistance, and obviously improves the toughness and durability of the structure. The structural mode of combining the open-pore L-shaped curled edge steel bar with the longitudinal passing steel bar can play an effective role in shearing resistance and pulling resistance, thereby effectively replacing the function of the stud in a combined structure. Research shows that in the traditional steel-concrete combined bridge deck slab, if a complete shear connection effect needs to be realized, the number of the studs in each square meter of the bridge deck slab is different from 20 to 100, and the number of the studs is increased along with the increase of factors such as the thickness of a concrete layer, the strength of concrete, external load and the like; the invention can effectively eliminate the negative effects of the material cost, the construction cost and the welding of the studs on the fatigue performance. In addition, the invention effectively avoids the use requirement of the transverse steel bar, reduces the material cost and shortens the construction period. Therefore, the non-stud toughness combined bridge deck plate system provided by the invention can improve the toughness and durability of the structure, greatly reduce the material cost and the construction complexity, and has potential of popularization and application in bridge structures.
Claims (8)
1. A studless malleable composite decking system, comprising:
a plurality of L shape turn-up shaped steel that place side by side along the bridge floor is vertical in succession, L shape turn-up shaped steel include: the L-shaped structure is formed by the bottom plate and the flange plates, one end of the L-shaped structure where the bottom plate is located is curled to form a connecting end, and one end of the L-shaped structure where the flange plates are located is curled to form a reinforcing end;
reinforcing steel bars penetrating through the L-shaped curled profile steels;
and concrete poured on a bridge deck steel framework formed by the L-shaped curled steel sections and the steel bars.
2. The studless flexible composite decking system defined in claim 1 wherein the connecting ends are disposed parallel to the flange plates.
3. The studless flexible composite decking system defined in claim 2 wherein each of the L-shaped profiled sections is connected in series by welding the flange plate of the preceding L-shaped profiled section to the connecting end of the succeeding L-shaped profiled section.
4. The studless flexible composite decking system defined in claim 1 wherein the reinforcing ends are formed by secondary crimping of the flanges parallel to the base and then parallel to the flange.
5. The studless flexible composite decking system defined in claim 1 wherein the L-section profiled sections are formed with a row of circular holes and the reinforcing steel is passed through each circular hole in the L-section profiled section.
6. The studless flexible composite decking system defined in claim 1 wherein the reinforcing steel bars extend longitudinally along the deck through circular holes in each of the L-shaped roll-formed sections.
7. The boltless flexible combined bridge deck slab system according to claim 1, wherein the thickness of the ultra-high flexible concrete layer is 10% -30% higher than the height of the bridge deck steel framework.
8. The studless flexible composite bridge deck system of claim 1, wherein the concrete is ultra-high-flexibility concrete, and the following raw materials are used in percentage by weight:
cement: 12% -55%;
fly ash: 45% -85%;
silica fume: 0 to 15 percent;
granulated blast furnace slag: 0 to 10 percent;
metakaolin: 0 to 20 percent.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202011002867.2A CN112227200B (en) | 2020-09-22 | 2020-09-22 | Non-stud toughness combined bridge deck system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202011002867.2A CN112227200B (en) | 2020-09-22 | 2020-09-22 | Non-stud toughness combined bridge deck system |
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| CN112227200A true CN112227200A (en) | 2021-01-15 |
| CN112227200B CN112227200B (en) | 2022-06-10 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062217A (en) * | 2021-02-22 | 2021-07-02 | 浙江大学 | Super-high-toughness combined bridge deck for assembly connection of angle steel and profiled steel sheet |
| CN113062201A (en) * | 2021-02-22 | 2021-07-02 | 浙江大学 | Profiled steel sheet assembled combination box bridge |
| CN116811383A (en) * | 2023-08-29 | 2023-09-29 | 南京正隆顺达高分子材料有限公司 | High-strength waterproof coiled material for high-speed rail and preparation method thereof |
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| CN201314025Y (en) * | 2008-08-20 | 2009-09-23 | 北京锦泰安联桥梁钢构技术有限公司 | Concrete pin shear key structure with elliptical opening |
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| CN210529492U (en) * | 2019-08-30 | 2020-05-15 | 兰州交通大学 | A new type of steel bridge deck structure |
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2020
- 2020-09-22 CN CN202011002867.2A patent/CN112227200B/en active Active
Patent Citations (6)
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| CN201314025Y (en) * | 2008-08-20 | 2009-09-23 | 北京锦泰安联桥梁钢构技术有限公司 | Concrete pin shear key structure with elliptical opening |
| CN202247667U (en) * | 2011-06-30 | 2012-05-30 | 广东工业大学 | Shearing connector structure for corrugated plate |
| KR101225661B1 (en) * | 2011-12-02 | 2013-01-25 | 한국건설기술연구원 | Concrete shear key strengthened with steel cover plate and tension member and the construction method therewith |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062217A (en) * | 2021-02-22 | 2021-07-02 | 浙江大学 | Super-high-toughness combined bridge deck for assembly connection of angle steel and profiled steel sheet |
| CN113062201A (en) * | 2021-02-22 | 2021-07-02 | 浙江大学 | Profiled steel sheet assembled combination box bridge |
| CN116811383A (en) * | 2023-08-29 | 2023-09-29 | 南京正隆顺达高分子材料有限公司 | High-strength waterproof coiled material for high-speed rail and preparation method thereof |
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| CN112227200B (en) | 2022-06-10 |
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