CN100507150C - Corrugated steel web box girder with steel-concrete combined board lower wing edges - Google Patents
Corrugated steel web box girder with steel-concrete combined board lower wing edges Download PDFInfo
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- CN100507150C CN100507150C CNB2008100896339A CN200810089633A CN100507150C CN 100507150 C CN100507150 C CN 100507150C CN B2008100896339 A CNB2008100896339 A CN B2008100896339A CN 200810089633 A CN200810089633 A CN 200810089633A CN 100507150 C CN100507150 C CN 100507150C
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- corrugated steel
- steel web
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 52
- 239000010959 steel Substances 0.000 title claims abstract description 52
- 238000003466 welding Methods 0.000 claims description 9
- 238000002844 melting Methods 0.000 claims description 6
- 230000008018 melting Effects 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 14
- 239000002131 composite material Substances 0.000 abstract 4
- 238000005266 casting Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 238000005336 cracking Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
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Abstract
The invention relates to a corrugated steel web box beam with steel-concrete composite plate bottom flange, in particular to a corrugated steel web box beam that is applied in railway and bridges. The corrugated steel web box beam is composed of a top flange concrete slab, a corrugated steel web and a steel-concrete composite plate bottom flange, wherein steel-concrete composite plate is composed of a slotted steel plate formed by side plates and bottom plates, and a concrete, the steel plate is welded with bolts and reinforced meshes are arranged at middle position of the concrete. The structure can overcome the problem that the traditional corrugated steel web box beam has complicated construction for steel structure positioning on the spot, and also can exert tensile strength of the steel plate so as to improve crack resistance of structure effectively and avoid crack from being exposed, so that structural endurance is improved obviously, therefore the work load and difficulty of the construction of concrete in-field casting of box beam bottom flange is reduced greatly. The corrugated steel web box beam with steel-concrete composite plate bottom flange has simple structure, rapid and convenient construction and is easy to meet the requirement of planar shape of bridge, and also has good technical economic benefit.
Description
Technical field
The present invention relates to a kind of corrugated steel web case beam that can be applicable to railroad bridge and highway bridge with steel-concrete combined board lower wing edges; Belong to the bridge construction technical field.
Background technology
Traditional corrugated steel web concrete combined box beam, shown in Fig. 1 (a), 1 (b), it is made up of top flange concrete slab 1, the vertical or tilted-putted corrugated steel web with two of bottom flange concrete slab 2, the steel plate on each the limb corrugated steel web and the upper and lower edge of a wing is with after factory welding is transported to the job site, need accurately locate, difficulty of construction is big.When the bottom flange concrete slab was built, scaffold, a template etc. were set up in the scene of need, have problems such as field operation and difficulty of construction are bigger.On the other hand, cracking appears in bottom flange concrete slab easily under the positive bending moment effect, and the crack can reduce bearing capacity, rigidity and the durability of structure.These problems have caused certain difficulty all for applying of this class formation.
Summary of the invention
The purpose of this invention is to provide that a kind of field operation amount and difficulty of construction are less with respect to traditional corrugated steel web box girder, the corrugated steel web case beam that structural bearing capacity, rigidity and cracking resistance are higher with steel-concrete combined board lower wing edges.
Technical scheme of the present invention is as follows:
A kind of corrugated steel web case beam with steel-concrete combined board lower wing edges, form by top flange concrete slab, the vertical or corrugated steel web that tilts and the steel-concrete combined board of bottom flange, it is characterized in that: described steel-concrete combined board by melting welding the troughing plate of peg and the concrete that is cast in troughing plate inside form, be provided with reinforced mesh at described concrete medium position; Described troughing plate is made up of side plate and base plate.
Technical characterictic of the present invention also is: described troughing plate is made up of side plate and base plate, and side plate can vertically or tilt to place, and the peg on side plate and the base plate can adopt rectangular mesh shape or quincuncial arrangement.
The present invention has the following advantages with respect to prior art:
1. after corrugated steel web case lower flange of girder edge adopted steel-concrete combined board, location, the welding job of steel work part were all finished in factory, can overcome the construction complexity that the conventional boxes beam need position, install corrugated steel web at the scene.Batch production degree height of the present invention, environmental effect are good.Steel work partly is mainly prefabrication, and quality is easy to guarantee.2. case lower flange of girder edge adopts steel-concrete combined board, can reduce the scene greatly and set up scaffold, formwork, concrete wet trade workload and difficulty of construction, can shorten construction period, accelerating construction progress.Traffic under the bridge cut-off in can be during construction; Quick construction, overall economic efficiency is good, is concrete very big improvement is adopted in traditional corrugated steel web box girder bottom flange.3. steel-concrete combined board form of structure is reasonable, can give full play to the good characteristics of steel tensile property, can effectively improve the crack resistance of structure, avoids the crack to expose etc., and durability of structures can significantly improve.4. bottom wing balsh-concrete combined board has reduced form work engineering and a concrete wet trade workload and a die process of top flange for building of case beam top flange concrete slab provides support, reduces the site work amount.
Description of drawings
Fig. 1 is traditional corrugated steel web case beam schematic diagram.
Fig. 2 is for having the corrugated steel web case beam schematic diagram of steel-concrete combined board lower wing edges.
Fig. 3 is a steel plate melting welding peg schematic diagram.
Fig. 4 is the steel mesh reinforcement schematic diagram.
Fig. 5 is steel-concrete combined board structure fabrication schematic diagram.
Among the figure: the concrete slab of 1-top flange; 2-bottom flange concrete slab; 3-corrugated steel web; 4-steel plate; 5-peg; 6-steel-concrete combined board; 7-side plate; The 8-base plate; 9-reinforced mesh; 10-concrete
The specific embodiment
Below in conjunction with accompanying drawing, structure of the present invention, work progress are further described.
The invention provides and to reduce field operation amount and difficulty of construction, and improve the corrugated steel web case beam with steel-concrete combined board lower wing edges of structural bearing capacity, rigidity and cracking resistance.As Fig. 2～shown in Figure 5, the case beam is made up of the steel-concrete combined board 6 of top flange concrete slab 1, corrugated steel web 3 and bottom flange.Steel-concrete combined board 6 by melting welding the troughing plate of peg 5 and the concrete 10 that is cast in troughing plate inside form, be provided with reinforced mesh 9 at the medium position of described concrete 10; Described troughing plate is made up of side plate 7 and base plate 8.Side plate can vertically or tilt to place, and the peg on side plate and the base plate can adopt rectangular mesh shape or quincuncial arrangement.
Working procedure of the present invention is:
The working procedure of the corrugated steel web case beam with steel-concrete combined board lower wing edges of the present invention is by the splicing of steel work, and three parts of building of bottom wing balsh-concrete combined board and top flange concrete slab are formed.In factory base plate 8 and side plate 7 are formed troughing plate, with corrugated steel web 3 and steel plate 4, base plate 8 welding (corrugated steel webs 3 and side plate 7 tiltables or vertical placement, as shown in Fig. 2 (a) and (b)), difference melting welding peg 5 on steel plate 4, base plate 8 and side plate 7, after the steel member is transported to the job site, carry out the making (is that example describes with Fig. 2 (a)) of bottom wing balsh-concrete combined board 6.Its preparation method is as follows: concreting 10 between the biside plate 7 of the base plate 8 of the good peg 5 of melting welding, be combined into one with steel plate, and the medium position of concrete 10 is arranged the reinforced mesh 9 of some, forms steel-concrete combined board as shown in Figure 4.After treating that concrete 10 reaches certain intensity, formwork as top flange concrete slab 1 provides interim support, or the steel plate 4 in the top flange connects interim angle steel and is used for a template, and a top flange template, assembling reinforcement, concreting have formed corrugated steel web case beam as shown in Figure 2.
Claims (3)
1. corrugated steel web case beam with steel-concrete combined board lower wing edges, form by top flange concrete slab (1), vertical or tilted-putted corrugated steel web (3) and bottom wing balsh-concrete combined board (6), it is characterized in that: described steel-concrete combined board (6) by melting welding the troughing plate of peg (5) and the concrete (10) that is cast in troughing plate inside form; Described bottom wing balsh-concrete combined board (6) provides support for building of case beam top flange concrete slab (1); Medium position at described concrete (10) is provided with reinforced mesh (9); Described troughing plate is combined in factory by side plate (7) and base plate (8); Described corrugated steel web (3) welds in factory and steel plate (4), base plate (8).
2. the corrugated steel web case beam with steel-concrete combined board lower wing edges according to claim 1 is characterized in that: described side plate (7) is the vertical or placement of tilting.
3. the corrugated steel web case beam with steel-concrete combined board lower wing edges according to claim 1 is characterized in that: described peg (5) is gone up at side plate (7), base plate (8) and is adopted rectangular mesh shape or quincuncial arrangement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2008100896339A CN100507150C (en) | 2007-10-18 | 2008-04-11 | Corrugated steel web box girder with steel-concrete combined board lower wing edges |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007101760488A CN101144258A (en) | 2007-10-18 | 2007-10-18 | Corrugated steel web plate box beam with steel-concrete combined plate bottom flange |
| CN200710176048.8 | 2007-10-18 | ||
| CNB2008100896339A CN100507150C (en) | 2007-10-18 | 2008-04-11 | Corrugated steel web box girder with steel-concrete combined board lower wing edges |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101280547A CN101280547A (en) | 2008-10-08 |
| CN100507150C true CN100507150C (en) | 2009-07-01 |
Family
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Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2007101760488A Pending CN101144258A (en) | 2007-10-18 | 2007-10-18 | Corrugated steel web plate box beam with steel-concrete combined plate bottom flange |
| CNB2008100896339A Expired - Fee Related CN100507150C (en) | 2007-10-18 | 2008-04-11 | Corrugated steel web box girder with steel-concrete combined board lower wing edges |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2007101760488A Pending CN101144258A (en) | 2007-10-18 | 2007-10-18 | Corrugated steel web plate box beam with steel-concrete combined plate bottom flange |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN101144258A (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102154979A (en) * | 2011-03-02 | 2011-08-17 | 郭红军 | Connecting piece for steel box base plate of steel box superposed beam (plate) |
| CN102359060B (en) * | 2011-07-20 | 2013-10-30 | 天津市市政工程设计研究院 | Structure of composite beam-concrete beam combined section |
| CN103276662B (en) * | 2013-05-13 | 2015-09-16 | 中交第二航务工程局有限公司 | Large-cantilever steel web spinal box beam segment |
| CN103276848B (en) * | 2013-06-09 | 2016-04-27 | 中冶建筑研究总院有限公司 | Open-web flat beam, steel concrete flitch girder and construction method thereof |
| CN103437500A (en) * | 2013-09-16 | 2013-12-11 | 南京工业大学 | C-shaped steel-concrete combined compression flange and corrugated web combined box girder |
| CN103437501A (en) * | 2013-09-16 | 2013-12-11 | 南京工业大学 | Corrugated web H-shaped section combination beam in C-shaped steel-concrete combination form |
| CN103882797B (en) * | 2014-04-08 | 2015-11-04 | 西安公路研究院 | A kind of corrugated steel web plate composite box girder and construction technology thereof |
| KR101476290B1 (en) * | 2014-05-09 | 2014-12-24 | 우경기술주식회사 | Steel composite PSC corrugated steel plate U girder |
| CN104032667B (en) * | 2014-06-03 | 2016-01-13 | 南京工业大学 | Sandwich structure with composite material as core material and steel plate as skin |
| CN104389266B (en) * | 2014-11-14 | 2016-03-23 | 南京工业大学 | Composite material shear key for steel-concrete composite structure |
| CN105672113B (en) * | 2016-01-22 | 2017-03-15 | 山东大学 | A kind of Wavelike steel webplate lower flange steel reinforced concrete combines cage structure and construction method |
| CN107100065B (en) * | 2016-02-22 | 2019-10-18 | 郑州大学 | A kind of compound section steel box girder and its method of construction for high-speed railway |
| CN105848839B (en) * | 2016-03-31 | 2018-05-04 | 中交第二航务工程局有限公司 | Short-term for Wavelike steel webplate combining structure beam bridge matches prefab-form system |
| CN106012808B (en) * | 2016-08-01 | 2018-04-20 | 中国矿业大学(北京) | A kind of Wavelike steel webplate profiled sheet combination beam and its construction method |
| CN106088470B (en) * | 2016-08-04 | 2017-08-29 | 广东省建筑设计研究院 | Assembly concrete complex case shape beam and its construction method |
| CN107558351A (en) * | 2017-09-30 | 2018-01-09 | 深圳市市政设计研究院有限公司 | Abdomen bag bottom is trapezoidal（Waveform）Steel plate combination box beam and its construction method |
| CN108755463B (en) * | 2018-05-24 | 2024-05-17 | 内蒙古交通设计研究院有限责任公司 | Steel corrugated plate arch bridge and culvert external form suitable for steel-concrete combination |
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2007
- 2007-10-18 CN CNA2007101760488A patent/CN101144258A/en active Pending
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2008
- 2008-04-11 CN CNB2008100896339A patent/CN100507150C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN101144258A (en) | 2008-03-19 |
| CN101280547A (en) | 2008-10-08 |
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Granted publication date: 20090701 Termination date: 20110411 |