CN205115992U - Corrugated steel web plate combined box girder - Google Patents
Corrugated steel web plate combined box girder Download PDFInfo
- Publication number
- CN205115992U CN205115992U CN201520851793.8U CN201520851793U CN205115992U CN 205115992 U CN205115992 U CN 205115992U CN 201520851793 U CN201520851793 U CN 201520851793U CN 205115992 U CN205115992 U CN 205115992U
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- steel
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- concrete slab
- top flange
- steel plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 105
- 239000010959 steel Substances 0.000 title claims abstract description 105
- 239000004567 concrete Substances 0.000 claims abstract description 40
- 238000003466 welding Methods 0.000 claims abstract description 11
- 239000002131 composite material Substances 0.000 claims description 13
- 238000010276 construction Methods 0.000 abstract description 13
- 230000002787 reinforcement Effects 0.000 description 10
- 239000011150 reinforced concrete Substances 0.000 description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000002844 melting Methods 0.000 description 2
- 230000008018 melting Effects 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a wave form steel web combination case roof beam, including top flange concrete slab and bottom flange concrete slab, the wave form steel web between top flange concrete slab and the bottom flange concrete slab, the top flange steel sheet on wave form steel web top, the bottom flange steel sheet of bottom, establish vertical steel sheet on the top flange steel sheet, vertical steel sheet side welding or riveting first peg, wave form steel web side welding or riveting second peg, first peg and second peg are located top flange concrete slab and bottom flange concrete slab's inside respectively. The corrugated steel web plate combined box girder is easier to guarantee in construction quality, keeps good shear force transfer performance of a steel-concrete connecting part, and has superior safety and durability, simple structure and better economic performance.
Description
Technical field
The utility model relates to a kind of corrugated steel web plate composite box girder, belongs to bridge construction field.
Background technology
Traditional corrugated steel web plate composite box girder top flange adopts open pore steel plate to wear the PBL connector of transverse reinforcement, bottom flange is directly worn transverse reinforcement at steel web holes and is formed PBL connector, the Main Function of PBL connector is Transfer of Shear, bear the cross section longitudinal shear between edge of a wing steel plate and concrete slab, the straight skidding that both constraints are mutual, ensures that steel-concrete combined structure reaches compatibility of deformation, jointly stressed effect.But, conventional P BL connector is in practice of construction process, make the reinforced mesh difficult arrangement in upper and lower concrete slab, particularly transverse reinforcement is difficult to through perforate mouth, difficulty of construction is large, cause steel reinforced concrete connecting portion place construction quality to be difficult to ensure, affect the stress performance of structure, reduce safety and the durability of structure.These problems cause certain difficulty all to applying of this class formation.
Utility model content
The technical problem that the utility model solves is that provide a kind of combined box beam of constructability, construction quality more easily ensures, keep the performance of the Transfer of Shear that steel reinforced concrete connecting portion is good simultaneously, have more superior safety and durability, simple structure, economic performance is more excellent.
The technical solution of the utility model is, a kind of corrugated steel web plate composite box girder is provided, comprise top flange concrete slab and bottom flange concrete slab, Wavelike steel webplate between top flange concrete slab and bottom flange concrete slab, the top flange steel plate on Wavelike steel webplate top, the bottom flange steel plate of bottom, vertical steel plate established by top flange steel plate, the welding of vertical steel plate side or riveted joint the first peg, the welding of Wavelike steel webplate side or riveted joint the second peg, the first peg and the second peg lay respectively at the inside of top flange concrete slab and bottom flange concrete slab.
Further, the first peg and the second peg are vertical with Wavelike steel webplate with vertical steel plate respectively.
Further, top flange steel plate is all vertical with Wavelike steel webplate with bottom flange steel plate, welds two blocks of vertical steel plates be parallel to each other in the upside of each block top flange steel plate.
Further, the first peg is welded respectively in the outside of two blocks of vertical steel plates be parallel to each other.
Further, the second peg is all welded in the both sides of Wavelike steel webplate.
The construction sequence of the combined box beam that the utility model provides is:
A. the processing of steel work is carried out at precasting yard, by Wavelike steel webplate and top flange steel plate, bottom flange Plate Welding integrally, vertical steel plate is welded, below the steel plate of bottom flange, Wavelike steel webplate lower side and vertical steel plate side melting welding peg (comprising first, second peg) above the steel plate of top flange;
B. the making of bottom flange concrete slab is carried out at the construction field (site): set up temporary support erection template, assembling reinforcement mesh sheet, then concreting, form bottom flange concrete slab;
C. top flange concrete slab is made: make temporary support erection template with mounted steel web, arrange reinforced mesh, pre-buried presstressed reinforcing steel bellows, concreting, form top flange concrete slab;
D. presstressed reinforcing steel is penetrated and stretch-draw, the corrugated steel web plate composite box girder described in formation.
The utility model has following advantage relative to prior art: (1) the utility model in steel reinforced concrete junction by transverse reinforcement directly and welding of peg or riveted joint, avoid transverse reinforcement through this numerous and diverse operation of open pore steel plate, accelerate construction speed, shorten the duration.(2) due to vertical steel plate sidepiece peg, Wavelike steel webplate bottom sides peg are arranged along case beam longitudinal separation, steel reinforced concrete junction by transverse reinforcement mesh sheet directly and welding of peg or riveted joint, therefore can be the reinforced mesh in concrete slab, particularly the layout of transverse reinforcement provides sufficient space, be convenient to the construction of concrete slab, reduce difficulty of construction, improve construction quality.(3) due in case beam top flange and steel reinforced concrete junction, bottom flange by transverse reinforcement mesh sheet directly with welding of peg or riveted joint, make its switching performance more reliable, ensure that steel-concrete combined structure is out of shape and more coordinate, stressed more reasonable.(4) because Wavelike steel webplate side peg and bottom flange steel plate lower peg are arranged along case beam longitudinal separation, bottom flange concrete slab 3 maintains good globality, improves safety and the durability of combined box beam.
Accompanying drawing explanation
Fig. 1 represents the sectional view of corrugated steel web plate composite box girder of the present utility model.
Fig. 2 represents the schematic perspective view of Wavelike steel webplate coupling part in prior art combined box beam.
Fig. 3 represents the schematic perspective view of Wavelike steel webplate coupling part in the utility model combined box beam.
Fig. 4 represents the connection diagram of each several part in the utility model combined box beam.
Fig. 5 represents the schematic perspective view of corrugated steel web plate composite box girder of the present utility model.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Embodiment 1
The present embodiment provides a kind of corrugated steel web plate composite box girder, its structure as shown in Figure 1, comprise top flange concrete slab 2 and the bottom flange concrete slab 3 of level, vertical Wavelike steel webplate 1, it is connected with top flange concrete slab 2 is vertical with bottom flange concrete slab 3, the top flange steel plate 4 on Wavelike steel webplate 1 top, the bottom flange steel plate 5 of bottom, the vertical steel plate 6 that two pieces are parallel to each other is established on the upside of top flange steel plate 4, the lateral surface of two blocks of vertical steel plates 6 welds the first peg 71, the second peg 72 is all welded in the two sides of Wavelike steel webplate 1, first peg 71 and top flange steel plate 4 are positioned at the inside of top flange concrete slab 2, bottom flange steel plate 5 and the second peg 72 are positioned at the inside of bottom flange concrete slab 3.
In corrugated steel web plate composite box girder of the prior art, the schematic perspective view of Wavelike steel webplate coupling part as shown in Figure 2, corresponding Fig. 3 provides the schematic perspective view of corrugated steel web plate composite box girder Wavelike steel webplate coupling part for the present embodiment, can clearly be seen that the difference of its structure.
The manufacture craft of corrugated steel web plate composite box girder is as follows: the processing carrying out steel work as shown in Figure 4 at precasting yard, Wavelike steel webplate 1 and top flange steel plate 4, bottom flange steel plate 5 are welded into entirety, above top flange steel plate 4, weld vertical steel plate 6, below bottom flange steel plate 5, vertically, steel plate 6 side and Wavelike steel webplate 1 lower side distinguish melting welding first peg 71 and the second peg 72; Carry out the making of bottom flange concrete slab 3 at the construction field (site): set up temporary support erection template, assembling reinforcement mesh sheet 8, then concreting, form bottom flange concrete slab 3; Make top flange concrete slab 2: make temporary support erection template with mounted steel web, arrange reinforced mesh 8, pre-buried presstressed reinforcing steel bellows 9, concreting, form top flange concrete slab; Penetrate presstressed reinforcing steel 10 and stretch-draw, finally form the corrugated steel web plate composite box girder that steel reinforced concrete as described in Figure 5 connects.
Claims (5)
1. a corrugated steel web plate composite box girder, comprise top flange concrete slab (2) and bottom flange concrete slab (3), Wavelike steel webplate (1) between top flange concrete slab (2) and bottom flange concrete slab (3), the top flange steel plate (4) on Wavelike steel webplate (1) top, the bottom flange steel plate (5) of bottom, it is characterized in that, vertical steel plate (6) is established in top flange steel plate (4) upside, the welding of vertical steel plate (6) side or riveted joint the first peg (71), the welding of Wavelike steel webplate (1) side or riveted joint the second peg (72), first peg (71) and the second peg (72) lay respectively at the inside of top flange concrete slab (2) and bottom flange concrete slab (3).
2. combined box beam as claimed in claim 1, it is characterized in that, the first peg (71) and the second peg (72) are vertical with Wavelike steel webplate (1) with vertical steel plate (6) respectively.
3. combined box beam as claimed in claim 1 or 2, it is characterized in that, top flange steel plate (4) and bottom flange steel plate (5) are all vertical with Wavelike steel webplate (1), weld two blocks of vertical steel plates (6) be parallel to each other in the upside of each block top flange steel plate (4).
4. combined box beam as claimed in claim 3, is characterized in that, weld the first peg (71) respectively in the outside of two blocks of vertical steel plates (6) be parallel to each other.
5. combined box beam as claimed in claim 1, is characterized in that, all weld the second peg (72) in the both sides of Wavelike steel webplate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520851793.8U CN205115992U (en) | 2015-10-30 | 2015-10-30 | Corrugated steel web plate combined box girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520851793.8U CN205115992U (en) | 2015-10-30 | 2015-10-30 | Corrugated steel web plate combined box girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205115992U true CN205115992U (en) | 2016-03-30 |
Family
ID=55571613
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520851793.8U Expired - Fee Related CN205115992U (en) | 2015-10-30 | 2015-10-30 | Corrugated steel web plate combined box girder |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205115992U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594461A (en) * | 2017-09-30 | 2019-04-09 | 郑州市交通规划勘察设计研究院 | A kind of assembly steel-concrete combination beam and its forming method |
| CN110374259A (en) * | 2019-07-10 | 2019-10-25 | 江苏镇江路桥工程有限公司 | A kind of joint strengthening type T-type beam reinforcement cages and its construction technology |
| CN110700077A (en) * | 2019-09-27 | 2020-01-17 | 中交二航局第四工程有限公司安徽混凝土装配化构件分公司 | Steel-concrete bridge body and assembling construction process thereof |
| CN110761164A (en) * | 2019-11-29 | 2020-02-07 | 中交大建(西安)桥梁科技有限公司 | Corrugated steel web suitable for various construction methods |
| CN114673073A (en) * | 2022-03-29 | 2022-06-28 | 中铁第四勘察设计院集团有限公司 | Chord member structure and system for steel truss-concrete combined structure |
-
2015
- 2015-10-30 CN CN201520851793.8U patent/CN205115992U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594461A (en) * | 2017-09-30 | 2019-04-09 | 郑州市交通规划勘察设计研究院 | A kind of assembly steel-concrete combination beam and its forming method |
| CN109594461B (en) * | 2017-09-30 | 2024-02-23 | 郑州市交通规划勘察设计研究院 | Assembled steel concrete composite beam and forming method thereof |
| CN110374259A (en) * | 2019-07-10 | 2019-10-25 | 江苏镇江路桥工程有限公司 | A kind of joint strengthening type T-type beam reinforcement cages and its construction technology |
| CN110374259B (en) * | 2019-07-10 | 2021-08-13 | 江苏镇江路桥工程有限公司 | Node-reinforced T-shaped beam steel reinforcement framework and construction process thereof |
| CN110700077A (en) * | 2019-09-27 | 2020-01-17 | 中交二航局第四工程有限公司安徽混凝土装配化构件分公司 | Steel-concrete bridge body and assembling construction process thereof |
| CN110761164A (en) * | 2019-11-29 | 2020-02-07 | 中交大建(西安)桥梁科技有限公司 | Corrugated steel web suitable for various construction methods |
| CN114673073A (en) * | 2022-03-29 | 2022-06-28 | 中铁第四勘察设计院集团有限公司 | Chord member structure and system for steel truss-concrete combined structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160330 Termination date: 20161030 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |