CN109137757A - A kind of anti-buckling structure of large span box girder with corrugated steel webs and construction method - Google Patents
A kind of anti-buckling structure of large span box girder with corrugated steel webs and construction method Download PDFInfo
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- CN109137757A CN109137757A CN201811316358.XA CN201811316358A CN109137757A CN 109137757 A CN109137757 A CN 109137757A CN 201811316358 A CN201811316358 A CN 201811316358A CN 109137757 A CN109137757 A CN 109137757A
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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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- 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
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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
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
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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
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
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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
- E01D2101/00—Material constitution of bridges
- E01D2101/30—Metal
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Abstract
The invention discloses a kind of anti-buckling structure of large span box girder with corrugated steel webs and construction methods, wherein anti-buckling structure includes box beam top plate, box beam bottom plate, Wavelike steel webplate, horizontal tabula and support construction, two Wavelike steel webplates are vertically arranged between the box beam top plate and the box beam bottom plate, the support construction is fixed on along longitudinal direction on the upside of the box beam bottom plate, to support the horizontal tabula, the both lateral sides of the horizontal tabula are fixedly connected with a Wavelike steel webplate support construction respectively.Wavelike steel webplate is divided into two sections by horizontal tabula by the present invention, Corrugated Steel Web Stability computed altitude is reduced in the case where Wavelike steel webplate total height is constant, Wavelike steel webplate complete buckling limit stress is improved, the span of Wavelike steel webplate bridge is substantially increased.
Description
Technical field
The present invention relates to technical field of bridge engineering, more particularly to a kind of anti-buckling knot of large span box girder with corrugated steel webs
Structure and construction method.
Background technique
Corrugated steel web plate composite box girder bridge is rapidly developed in recent years, and is widely used in all kinds of Practical Projects.Waveform
Steel web box girder is reduced compared with normal concrete box beam from weighing about 20%, meanwhile, box girder with corrugated steel webs has prestressing force effect
The advantages that rate is high, theoretically Wavelike steel webplate beam bridge can be more than that concrete web beam bridge reaches bigger span, limitation span
Reach 400m, and built Wavelike steel webplate beam bridge maximum span is 160m, which is far from reaching built concrete
The maximum span of web beam bridge does not more reach the Limit Span of corrugated steel web plate composite box girder bridge.
With being gradually increased for span of bridge, box beam height is also increased accordingly, the buckling stability problem of Wavelike steel webplate
Become especially prominent, becomes one of the principal element for restricting that Wavelike steel webplate beam bridge across footpath increases.With 1600 types of plate thickness 30mm
For waveform steel abdomen, (calculate that beam bridge across footpath is 178m according to rise-span ratio) when Wavelike steel webplate height h is more than 6.9m, entirety
Critical buckling stress is located at the non-resilient domain of steel, and buckling stress is less than yield stress, continues to increase with web height, whole
Body critical buckling stress will substantially reduce, and material is not in full use.
Currently, to improve the complete buckling stability of Wavelike steel webplate, main method is to increase Wavelike steel webplate thickness
Or concrete lining is set on the inside of steel web and forms compound web plate.Increase steel plate thickness, it is whole for improving Wavelike steel webplate
Buckling stability effect is not significant, and materials'use can be made uneconomical, while increasing processing and installation difficulty.In steel abdomen
Setting inner lining concrete can reduce Wavelike steel webplate shear stress on the inside of plate, effectively improve the stability of Wavelike steel webplate, but
It is that inner lining concrete is arranged to will limit the fold effect of Wavelike steel webplate, reduces the prestress application of Wavelike steel webplate composite beam bridge
Efficiency, while increasing bridge self weight, hinder the increase of Wavelike steel webplate combined bridge across footpath.
Summary of the invention
The object of the present invention is to provide a kind of anti-buckling structure of large span box girder with corrugated steel webs and construction methods, to solve
Above-mentioned technical problem of the existing technology improves the complete buckling stability and Wavelike steel webplate bridge of Wavelike steel webplate
Span.
To achieve the above object, the present invention provides following schemes:
The invention discloses a kind of anti-buckling structure of large span box girder with corrugated steel webs, including box beam top plate, box beam bottom plate,
Wavelike steel webplate, horizontal tabula and support construction, two Wavelike steel webplates are vertically arranged at the box beam top plate and described
Between box beam bottom plate, the support construction is fixed on along longitudinal direction on the upside of the box beam bottom plate, and the support construction is to support
Horizontal tabula is stated, the both lateral sides of the horizontal tabula are fixedly connected with a Wavelike steel webplate respectively.
Preferably, the support construction includes fashioned iron vertical supporting and stringer, and the lower end of the fashioned iron vertical supporting is fixed
At the longitudinal center of the box beam bottom plate, the upper end of the fashioned iron vertical supporting is fixedly connected with the stringer, the stringer
To support the horizontal tabula.
Preferably, the opposite side of two Wavelike steel webplates is fixedly installed peg and junction steel plate, described horizontal horizontal
It is divided into the precast concrete that side is equipped with beard muscle, the peg is opposite with the side of the horizontal tabula, the connection
Steel plate is set to below the peg, lower surface of the junction steel plate to horizontal tabula described in support, the waveform steel abdomen
Groove is surrounded between plate, the junction steel plate and the horizontal tabula, the peg and the beard muscle are located in the groove,
Casting concrete in the groove.
Preferably, the support construction is vertical supporting plate, and the box beam bottom is fixed in the lower end of the vertical supporting plate
At the longitudinal center of plate, the upper end of the vertical supporting plate is fixedly connected with the horizontal tabula.
Preferably, the opposite side of two Wavelike steel webplates below the horizontal tabula is provided with back boxing, described
Back boxing is fixedly connected with the Wavelike steel webplate.
Preferably, the back boxing and the horizontal tabula are cast-in-place concrete structure, two Wavelike steel webplates
Opposite side is provided with the peg for connecting with the back boxing and the horizontal tabula.
Preferably, the horizontal tabula is that multiple and longitudinal divisions along box beam are arranged, and the longitudinal direction of the horizontal tabula is long
Degree is the integral multiple of the wavelength of the Wavelike steel webplate, is the wave of the Wavelike steel webplate at the segmentation of the adjacent horizontal tabula
At the center of crest segment or trough section.
Preferably, manhole is provided on the horizontal tabula.
The invention also discloses a kind of construction methods of anti-buckling structure of large span box girder with corrugated steel webs, including walk as follows
It is rapid:
S1, factory process Wavelike steel webplate, in the side weld stud and junction steel plate of Wavelike steel webplate, simultaneous processing type
Steel vertical supporting and stringer, prefabricated side are equipped with the horizontal tabula of concrete slab of beard muscle, then transport to construction site；
S2, installation Wavelike steel webplate keep the side of two Wavelike steel webplate installation pegs opposite, bind concrete bottom slab
Muscle, pre-buried fashioned iron vertical supporting pour underplate concrete, conserve and remove formwork for placing after concrete reaches design strength；
S3, installation stringer, the horizontal tabula of precast slab is lifted to junction steel plate and stringer, relative position is adjusted
Afterwards, the casting concrete in the groove that Wavelike steel webplate, junction steel plate and the horizontal tabula of precast slab surround, beard muscle and
Peg is fixedly connected by the concrete poured in groove, make the both lateral sides of the horizontal tabula of precast slab respectively with one
Wavelike steel webplate is fixedly connected；
S4, binding box beam roof steel bar pour box beam concrete roof, and dismounting pours mould after concrete reaches design strength
Plate.
The invention also discloses the construction method of another anti-buckling structure of large span box girder with corrugated steel webs, including it is as follows
Step:
Peg is welded in the side of Wavelike steel webplate in S1, factory process Wavelike steel webplate, and it is existing then to transport construction
?；
S2, installation Wavelike steel webplate keep the side of two Wavelike steel webplate installation pegs opposite, bind concrete bottom slab
The reinforcing bar of muscle, vertical supporting plate reinforcing bar and Wavelike steel webplate concrete back boxing, casting concrete conserve and reach to concrete and set
Formwork for placing is removed after meter intensity；
S3, the horizontal diaphragm plate reinforcing bar of binding, casting concrete conserve and remove mould after concrete reaches design strength
Plate, forms the horizontal tabula of cast in place concrete plate, and the both lateral sides of the horizontal tabula of cast in place concrete plate pass through peg and one respectively
Wavelike steel webplate is fixedly connected；
S4, binding box beam roof steel bar pour box beam concrete roof, and dismounting pours mould after concrete reaches design strength
Plate.
The present invention achieves following technical effect compared with the existing technology:
1, Wavelike steel webplate is divided into two sections by horizontal tabula by the present invention, constant in Wavelike steel webplate total height
In the case of reduce Corrugated Steel Web Stability computed altitude, improve Wavelike steel webplate complete buckling limit stress, greatly improve waveform
The span of steel web bridge.
2, the present invention uses prefabricated construction or cast-in-place structural, versatile and flexible, facilitates construction and installation, has relatively strong
Practicability.
3, horizontal tabula of the invention connect to form entirety with web by measures such as cast-in-place concrete slot or pegs, construction
Simple easily operated, structural integrity is good.
4, the anti-buckling structure of the present invention can be used as the use of the interim positioning stull in box beam corrugated web installation process, realize
The unification of temporary structure and permanent structure facilitates construction, saves material.
Detailed description of the invention
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is that elevational schematic view is cutd open in the side of the anti-buckling structure embodiment 1 of large span box girder with corrugated steel webs of the present invention；
Fig. 2 is the schematic cross-sectional view of the anti-buckling structure embodiment 1 of large span box girder with corrugated steel webs of the present invention；
Fig. 3 is the floor map of the anti-buckling structure embodiment 1 of large span box girder with corrugated steel webs of the present invention；
Fig. 4 is enlarged drawing at A in Fig. 2；
Fig. 5 is that elevational schematic view is cutd open in the side of the anti-buckling structure embodiment 2 of large span box girder with corrugated steel webs of the present invention；
Fig. 6 is the schematic cross-sectional view of the anti-buckling structure embodiment 2 of large span box girder with corrugated steel webs of the present invention；
Fig. 7 is the floor map of the anti-buckling structure embodiment 2 of large span box girder with corrugated steel webs of the present invention；
Description of symbols: 1 box beam top plate；2 box beam bottom plates；3 Wavelike steel webplates；The horizontal tabula of 4 precast slabs；5
Fashioned iron vertical supporting；6 junction steel plates；7 grooves；8 stringers；9 pegs；10 manholes；11 back boxings；41 cast in place concrete plate are horizontal horizontal
Every；51 vertical supporting plates.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
The object of the present invention is to provide a kind of anti-buckling structure of large span box girder with corrugated steel webs and construction methods, to solve
Technical problem of the existing technology, improve Wavelike steel webplate complete buckling stability and Wavelike steel webplate bridge across
Degree.
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing and specific real
Applying mode, the present invention is described in further detail.
Embodiment 1,
The present embodiment provides a kind of anti-buckling structures of large span box girder with corrugated steel webs, including box beam top plate 1, box beam bottom plate
2, Wavelike steel webplate 3, horizontal tabula and support construction.Anti- buckling structure is arranged in 3 height of Wavelike steel webplate compared with macroportion box beam
Interior, two Wavelike steel webplates 3 are vertically arranged between box beam top plate 1 and box beam bottom plate 2, and support construction is fixed on box beam along longitudinal direction
2 upside of bottom plate, for support construction to support level tabula, the both lateral sides of horizontal tabula are solid with a Wavelike steel webplate 3 respectively
Fixed connection.There are many forms of support construction, and a variety of connection types, this field skill can be used in horizontal tabula and Wavelike steel webplate 3
Art personnel can select according to actual needs.
Wavelike steel webplate 3 is divided into two sections by horizontal tabula by the present invention, constant in 3 total height of Wavelike steel webplate
In the case of reduce 3 stability Calculation height of Wavelike steel webplate, improve 3 complete buckling limit stress of Wavelike steel webplate, mention significantly
The high span of Wavelike steel webplate bridge.
Further, for the ease of the production and installation of horizontal tabula, the present embodiment by horizontal tabula be set as it is multiple and
Longitudinal divisions along box beam are arranged.The longitudinal length of horizontal tabula is the integral multiple of the wavelength of Wavelike steel webplate 3, and adjacent level is horizontal
Every segmentation at for Wavelike steel webplate 3 wave crest section or trough section center at.
Further, to pass through convenient for personnel when bridge construction and maintenance, the one or more of the present embodiment is horizontal horizontal
Every being above provided with manhole 10.
Embodiment 2,
As shown in Figs 1-4, the present embodiment provides a kind of anti-buckling structures of 3 box beam of large span Wavelike steel webplate, as implementation
A kind of more preferred embodiment of example 1.
The support construction of the present embodiment includes fashioned iron vertical supporting 5 and stringer 8, and the lower end of fashioned iron vertical supporting 5 is fixed on
At the longitudinal center of box beam bottom plate 2, the upper end of fashioned iron vertical supporting 5 is fixedly connected with stringer 8, and stringer 8 is to support level cross
Every span centre at.The setting of the interval of fashioned iron vertical supporting 5, interval width may generally be 2~3m.Fashioned iron vertical supporting 5 and stringer 8 can
Using structures such as I-steel, H profile steel or square hollow section steels, as long as being able to achieve support function.
In order to realize being fixedly connected for horizontal tabula and Wavelike steel webplate 3, in the present embodiment, horizontal tabula is equipped with for side
The horizontal tabula 4 of the precast slab of beard muscle, plate thickness can use 8~15cm, the opposite side fixed setting of two Wavelike steel webplates 3
There are peg 9 and junction steel plate 6.The side face of peg 9 and horizontal tabula, junction steel plate 6 are set to 9 lower section of peg, connect steel
Lower surface of the plate 6 to the horizontal tabula of support.Between Wavelike steel webplate 3, junction steel plate 6 and the horizontal tabula 4 of precast slab
Groove 7 is surrounded, peg 9 and beard muscle are located in the groove 7, casting concrete in the groove 7.Peg 9 is realized by concrete
With being fixedly connected for beard muscle, and then being reliably connected for Wavelike steel webplate 3 and the horizontal tabula 4 of precast slab is realized.
In the present embodiment, junction steel plate 6 and peg 9 are weldingly connected with Wavelike steel webplate 3 respectively, and other connections can also be used
Mode.
The present embodiment also provides a kind of construction method of anti-buckling structure of large span box girder with corrugated steel webs, to obtain this
The above-mentioned anti-buckling structure of large span box girder with corrugated steel webs of embodiment, includes the following steps:
S1, factory process Wavelike steel webplate 3 add simultaneously in the side weld stud 9 and junction steel plate 6 of Wavelike steel webplate 3
Drum steel vertical supporting 5 and stringer 8, prefabricated side are equipped with the horizontal tabula of concrete slab of beard muscle, and it is existing then to transport construction
?；
S2, installation Wavelike steel webplate 3, the side for making two Wavelike steel webplates 3 install peg 9 is opposite, binds concrete bottom
The reinforcing bar of plate, pre-buried fashioned iron vertical supporting 5 pour underplate concrete, conserve and remove after concrete reaches design strength and pour
Building mould；
S3, installation stringer 8 are adjusted in the horizontal lifting to junction steel plate 6 and stringer 8 of tabula 4 of precast slab opposite
Behind position, the casting concrete in the groove 7 that Wavelike steel webplate 3, junction steel plate 6 and the horizontal tabula 4 of precast slab surround,
Beard muscle is fixedly connected with peg 9 by the concrete poured in groove 7, and lateral the two of the horizontal tabula 4 of precast slab are made
Side is fixedly connected with a Wavelike steel webplate 3 respectively；
S4, the reinforcing bar for binding box beam top plate 1, pour 1 concrete of box beam top plate, and concrete, which reaches to remove after design strength, to be poured
Building mould.
In the present embodiment, horizontal tabula uses precast slab structure, and is vertically propped up using pre-processed fashioned iron
Support 5 and stringer 8 are constructed, and construction efficiency is improved.
Embodiment 3,
As illustrated in figs. 5-7, the present embodiment provides a kind of anti-buckling structures of large span box girder with corrugated steel webs, as embodiment
1 another more preferred embodiment.
The support construction of the present embodiment is vertical supporting plate 51, and box beam bottom plate 2 is fixed in the lower end of vertical supporting plate 51
At longitudinal center, the upper end of vertical supporting plate 51 is fixedly connected with horizontal tabula.In order to be kept with box beam concrete construction of bottom plates
Consistency, the horizontal tabula 41 of cast in place concrete plate are all made of monolithic reinforced concrete structure, vertical supporting with vertical supporting plate 51
Plate 51 is located at horizontal 41 span centre of tabula of cast in place concrete plate.The horizontal tabula 41 of cast in place concrete plate is generally located on box section
Near neutral axis, plate thickness can use 10~15cm.
To further increase large span box girder with corrugated steel webs overall performance, in the present embodiment, two below horizontal tabula
The opposite side of a Wavelike steel webplate 3 is provided with back boxing 11, and back boxing 11 is fixedly connected with Wavelike steel webplate 3, to improve box beam
The performances such as section resisting cross-sections area and box beam torsion stiffness.
The back boxing 11 and horizontal tabula of the present embodiment are cast-in-place concrete structure, the opposite side of two Wavelike steel webplates 3
It is provided with the peg 9 for connecting with back boxing 11 and horizontal tabula, back boxing 11 and horizontal 41 side of tabula of cast in place concrete plate are logical
Peg 9 is crossed to be reliably connected with the formation of Wavelike steel webplate 3.
The present embodiment also provides a kind of construction method of anti-buckling structure of large span box girder with corrugated steel webs, to obtain this
The above-mentioned anti-buckling structure of large span box girder with corrugated steel webs of embodiment, includes the following steps:
S1, factory process Wavelike steel webplate 3 are welded peg 9 in the side of Wavelike steel webplate 3, then transport construction
Scene；
S2, installation Wavelike steel webplate 3, the side for making two Wavelike steel webplates 3 install peg 9 is opposite, binds concrete bottom
The reinforcing bar of the reinforcing bar of plate, the reinforcing bar of vertical supporting plate 51 and back boxing 11, casting concrete conserve and reach design by force to concrete
Formwork for placing is removed after degree；
The reinforcing bar of S3, the horizontal diaphragm plate of binding, casting concrete conserve and remove mould after concrete reaches design strength
Plate, formed the horizontal tabula 41 of cast in place concrete plate, the both lateral sides of the horizontal tabula 41 of cast in place concrete plate pass through respectively peg 9 with
One Wavelike steel webplate 3 is fixedly connected；
S4, the reinforcing bar for binding box beam top plate 1, pour 1 concrete of box beam top plate, and concrete, which reaches to remove after design strength, to be poured
Building mould.
In the present embodiment, back boxing 11 is arranged by the opposite side of two Wavelike steel webplates 3 below horizontal tabula, is improved
The performances such as box section resisting cross-sections area and box beam torsion stiffness.
Apply that a specific example illustrates the principle and implementation of the invention in this specification, above embodiments
Explanation be merely used to help understand method and its core concept of the invention；At the same time, for those skilled in the art,
According to the thought of the present invention, there will be changes in the specific implementation manner and application range.In conclusion in this specification
Appearance should not be construed as limiting the invention.
Claims (10)
1. a kind of anti-buckling structure of large span box girder with corrugated steel webs, which is characterized in that including box beam top plate, box beam bottom plate, wave
Shape steel web, horizontal tabula and support construction, two Wavelike steel webplates are vertically arranged at the box beam top plate and the case
Between beam bottom plate, the support construction is fixed on along longitudinal direction on the upside of the box beam bottom plate, and the support construction is described to support
Horizontal tabula, the both lateral sides of the horizontal tabula are fixedly connected with a Wavelike steel webplate respectively.
2. the anti-buckling structure of large span box girder with corrugated steel webs according to claim 1, which is characterized in that the support knot
Structure includes fashioned iron vertical supporting and stringer, and the longitudinal center of the box beam bottom plate is fixed in the lower end of the fashioned iron vertical supporting
Place, the upper end of the fashioned iron vertical supporting are fixedly connected with the stringer, and the stringer is to support the horizontal tabula.
3. the anti-buckling structure of large span box girder with corrugated steel webs according to claim 2, which is characterized in that two waves
The opposite side of shape steel web is fixedly installed peg and junction steel plate, and the horizontal tabula is that side is equipped with the prefabricated mixed of beard muscle
Xtah Crude Clay structure, the peg is opposite with the side of the horizontal tabula, and the junction steel plate is set to below the peg, described
Lower surface of the junction steel plate to horizontal tabula described in support, the Wavelike steel webplate, the junction steel plate and the horizontal cross
Groove is surrounded between, the peg and the beard muscle are located in the groove, casting concrete in the groove.
4. the anti-buckling structure of large span box girder with corrugated steel webs according to claim 1, which is characterized in that the support knot
Structure is vertical supporting plate, and the lower end of the vertical supporting plate is fixed at the longitudinal center of the box beam bottom plate, the vertical branch
The upper end of fagging is fixedly connected with the horizontal tabula.
5. the anti-buckling structure of large span box girder with corrugated steel webs according to claim 4, which is characterized in that described horizontal horizontal
Back boxing, the back boxing and the fixed company of the Wavelike steel webplate are provided with every the opposite side of two Wavelike steel webplates of lower section
It connects.
6. the anti-buckling structure of large span box girder with corrugated steel webs according to claim 5, which is characterized in that the back boxing and
The horizontal tabula is cast-in-place concrete structure, and the opposite side of two Wavelike steel webplates, which is provided with, to be used for and the back boxing
And the peg of the horizontal tabula connection.
7. the anti-buckling structure of large span box girder with corrugated steel webs according to claim 1, which is characterized in that described horizontal horizontal
It is divided into multiple and longitudinal divisions settings along box beam, the longitudinal length of the horizontal tabula is the wavelength of the Wavelike steel webplate
Integral multiple, at the center of the wave crest section of the Wavelike steel webplate or trough section at the segmentation of the adjacent horizontal tabula.
8. the anti-buckling structure of large span box girder with corrugated steel webs according to claim 1, which is characterized in that described horizontal horizontal
Every being above provided with manhole.
9. a kind of construction method of the anti-buckling structure of large span box girder with corrugated steel webs, which comprises the steps of:
S1, factory process Wavelike steel webplate, in the side weld stud and junction steel plate of Wavelike steel webplate, simultaneous processing fashioned iron is perpendicular
To support and stringer, prefabricated side is equipped with the horizontal tabula of concrete slab of beard muscle, then transports to construction site；
S2, installation Wavelike steel webplate keep the side of two Wavelike steel webplate installation pegs opposite, bind concrete floor reinforcing bar,
Pre-buried fashioned iron vertical supporting pours underplate concrete, conserves and removes formwork for placing after concrete reaches design strength；
S3, installation stringer, the horizontal tabula of precast slab is lifted to junction steel plate and stringer, after adjusting relative position,
Casting concrete, beard muscle and bolt in the groove that Wavelike steel webplate, junction steel plate and the horizontal tabula of precast slab surround
Nail is fixedly connected by the concrete poured in groove, make the both lateral sides of the horizontal tabula of precast slab respectively with a wave
Shape steel web is fixedly connected；
S4, binding box beam roof steel bar, pour box beam concrete roof, concrete removes formwork for placing after reaching design strength.
10. a kind of construction method of the anti-buckling structure of large span box girder with corrugated steel webs, which comprises the steps of:
S1, factory process Wavelike steel webplate are welded peg in the side of Wavelike steel webplate, then transport to construction site；
S2, installation Wavelike steel webplate keep the side of two Wavelike steel webplate installation pegs opposite, binding concrete floor reinforcing bar,
The reinforcing bar of vertical supporting plate reinforcing bar and Wavelike steel webplate concrete back boxing, casting concrete conserve and reach design to concrete
Formwork for placing is removed after intensity；
S3, the horizontal diaphragm plate reinforcing bar of binding, casting concrete, maintenance and the form removal after concrete reaches design strength, shape
At the horizontal tabula of cast in place concrete plate, the both lateral sides of the horizontal tabula of cast in place concrete plate pass through peg and a waveform steel respectively
Web is fixedly connected；
S4, binding box beam roof steel bar, pour box beam concrete roof, concrete removes formwork for placing after reaching design strength.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811316358.XA CN109137757B (en) | 2018-11-07 | 2018-11-07 | Large-span corrugated steel web box girder buckling restrained structure and construction method |
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|---|---|---|---|
| CN201811316358.XA CN109137757B (en) | 2018-11-07 | 2018-11-07 | Large-span corrugated steel web box girder buckling restrained structure and construction method |
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| CN109137757A true CN109137757A (en) | 2019-01-04 |
| CN109137757B CN109137757B (en) | 2023-09-12 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067185A (en) * | 2019-06-05 | 2019-07-30 | 深圳市市政设计研究院有限公司 | A kind of steel pipe-steel plate combination web steel reinforced concrete combined box beam |
| CN116289481A (en) * | 2023-04-17 | 2023-06-23 | 中交第二公路勘察设计研究院有限公司 | Large-span modularized composite beam structure and method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110067185A (en) * | 2019-06-05 | 2019-07-30 | 深圳市市政设计研究院有限公司 | A kind of steel pipe-steel plate combination web steel reinforced concrete combined box beam |
| CN110067185B (en) * | 2019-06-05 | 2024-03-19 | 深圳市市政设计研究院有限公司 | Steel pipe-steel plate combined web steel-concrete combined box girder |
| CN116289481A (en) * | 2023-04-17 | 2023-06-23 | 中交第二公路勘察设计研究院有限公司 | Large-span modularized composite beam structure and method |
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