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 PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
steel
concrete
plate
corrugated steel
flange
Prior art date
Application number
CNB2008100896339A
Other languages
Chinese (zh)
Other versions
CN101280547A (en
Inventor
聂建国
吴丽丽
Original Assignee
清华大学
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority to CN200710176048.8 priority Critical
Priority to CNA2007101760488A priority patent/CN101144258A/en
Application filed by 清华大学 filed Critical 清华大学
Priority to CNB2008100896339A priority patent/CN100507150C/en
Publication of CN101280547A publication Critical patent/CN101280547A/en
Application granted granted Critical
Publication of CN100507150C publication Critical patent/CN100507150C/en

Links

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

Corrugated steel web case beam with steel-concrete combined board lower wing edges

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.
CNB2008100896339A 2007-10-18 2008-04-11 Corrugated steel web box girder with steel-concrete combined board lower wing edges CN100507150C (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
CN200710176048.8 2007-10-18
CNA2007101760488A CN101144258A (en) 2007-10-18 2007-10-18 Corrugated steel web plate box beam with steel-concrete combined plate bottom flange
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 (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

Publications (2)

Publication Number Publication Date
CN101280547A CN101280547A (en) 2008-10-08
CN100507150C true CN100507150C (en) 2009-07-01

Family

ID=39206972

Family Applications (2)

Application Number Title Priority Date Filing Date
CNA2007101760488A CN101144258A (en) 2007-10-18 2007-10-18 Corrugated steel web plate box beam with steel-concrete combined plate bottom flange
CNB2008100896339A 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 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)

Families Citing this family (15)

* Cited by examiner, † Cited by third party
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
CN103437501A (en) * 2013-09-16 2013-12-11 南京工业大学 C-type steel-concrete combined corrugated web composite beam with H-shaped cross section
CN103437500A (en) * 2013-09-16 2013-12-11 南京工业大学 C-type steel-concrete combined compression flange and corrugated web combined box girder
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 A kind ofly adopt that composite material is core, steel plate is the sandwich of covering
CN104389266B (en) * 2014-11-14 2016-03-23 南京工业大学 A kind of steel-mixed combining structure composite material shear connector
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
WO2017166160A1 (en) * 2016-03-31 2017-10-05 中交第二航务工程局有限公司 Short-line match-casting-based precast template system for girder bridge having composite structure and corrugated steel webs
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

Also Published As

Publication number Publication date
CN101144258A (en) 2008-03-19
CN101280547A (en) 2008-10-08

Similar Documents

Publication Publication Date Title
CN203546589U (en) Steel girder-integral lifting arm prefabricated concrete bridge panel combined girder bridge
CN103758023B (en) Prestressed concrete and steel truss mixed continuous rigid frame bridge and construction method thereof
CN101424075B (en) Concrete box girder bridge widening and reinforced structure and construction method thereof
CN102220739B (en) Corrugated steel web prestressed concrete continuous box girder and construction method thereof
CN100451263C (en) Bidirectional steel-stacked plate concrete composite building roof
CN101613997B (en) Method for widening steel-concrete combination
CN204530418U (en) A kind of steel plate combination beam bridge
CN104060761B (en) U-shaped steel concrete combination beam and construction method thereof
CN103938549B (en) The construction method of the oblique web combination beam of assembled waveform steel
CN201567530U (en) Assembly-type combined box girder and component unit body
CN105064198B (en) Half prefabricated assembled corrugated steel web plate composite box girder and preparation method thereof
CN105544733A (en) Structural frame system for supporting buildings and assemble method thereof
CN104032854B (en) Assembled T-shaped mixing coupled wall and construction method thereof
CN101864729A (en) Corrugated steel webplate combined box girder floor system for cable-stayed bridge and construction method thereof
CN100482892C (en) Lower chord opening beam type corrugated steel web combination beam
CN105256713A (en) Semi-assembly steel-concrete composite beam and construction method thereof
CN102261145A (en) Integrally two-way and locally one-way steel-concrete slab composite floor system and construction method thereof
CN103741577B (en) A kind of T-shaped beam bridge and construction method thereof that bottom lateral bracing is set
CN102877582A (en) Composite floor with steel bar trusses, profiled steel plate and regenerated concrete, and manufacturing method for composite floor
CN105220792B (en) A kind of prefabricated concealed bracings energy-consuming shear wall and its assemble method
CN104294748A (en) Joint section structure for hybrid beam cable-stayed bridge and construction method thereof
CN201447669U (en) Road bridge after reinforcement construction by removing beam and adding rib
CN204662235U (en) A kind of steel plate combination T beam bridge
CN104294747A (en) Double-tower hybrid beam cable-stayed bridge system and construction method thereof
KR100621928B1 (en) Construction method of double composite plate girder railway bridge with precast concrete panels

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090701

Termination date: 20110411

C17 Cessation of patent right