CN102330408A - Bridge - Google Patents
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- CN102330408A CN102330408A CN201110224679A CN201110224679A CN102330408A CN 102330408 A CN102330408 A CN 102330408A CN 201110224679 A CN201110224679 A CN 201110224679A CN 201110224679 A CN201110224679 A CN 201110224679A CN 102330408 A CN102330408 A CN 102330408A
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Abstract
The invention discloses a bridge which comprises I-shaped beams (1), wherein each I-shaped beam (1) comprises a top flange (1a), a bottom flange (1b) and a web (12) supported between the top flange (1a) and the bottom flange (1b), wherein the I-shaped beams (1) are multiple and are arranged side by side, and two adjacent I-shaped beams (1) are connected mutually. Through connecting two I-shaped beams (1) mutually, the stability of integral bridge can be improved, and the vertical rigidity of the bridge is improved.
Description
Technical field
The present invention relates to building field, more specifically, relate to a kind of bridge.
Background technology
Bridge is meant to road crosses over building natural or that cultural obstacle is built, for example, crosses over the bridge in rivers and gully.Usually, bridge comprises girder and the bridge pier that supports this girder.According to the difference of purposes, bridge can be divided into highway bridge and railroad bridge etc.
At present; The vehicles increasing, highway, railway begin by ground to form various day by day road surface bridge engineering now to aerial development; But there are a large amount of problems in road surface bridge construction now: the bridge design load is " CR live loading "; If the mobile load coefficient is bigger than normal, the bridge security deposit can reduce greatly, and long-term operation will produce bigger negative effect to bridge security; Train and large-scale passenger traffic goods stock load long term can aggravate the fatigue damage development of bridge construction down, reduce the safety stock of bridge greatly; When vehicle passes through bridge with certain speed; Can produce vertical dynamic action; General with the coefficient of impact (bridge because of vehicle through the time the vertical effect peak response value that the produces peak response value that vertical effect produces during with stationary vehicle ratio) represent that the principal element that influences the coefficient of impact has the equipment state of circuit on the type, bridge of form and span length, the rolling stock of bridge construction etc.; Under train and the large-scale passenger traffic goods stock load long term, can aggravate the fatigue damage development of bridge construction, influence the fatigue behaviour of bridge, shorten structure fatigue life, therefore study a kind of novel combined bridge for being badly in need of.
Summary of the invention
The purpose of this invention is to provide a kind of bridge, this bridge vertical rigidity is big, bulk strength is high.
To achieve these goals; The present invention provides a kind of bridge, and this bridge comprises i beam, this i beam comprise top flange, bottom flange and be supported on said top flange and said bottom flange between web; Wherein, Said i beam is a plurality of, and these a plurality of i beams are arranged side by side, and adjacent two said i beams connect mutually.
Preferably, the said top flange of adjacent two said i beams connects mutually, and the said bottom flange of adjacent two said i beams connects mutually.
Preferably, the said top flange of adjacent two said i beams connects mutually through connector, and the said bottom flange of adjacent two said i beams connects mutually through connector.
Preferably, the said top flange of adjacent two said i beams overlaps each other or docks, and the said bottom flange of adjacent two said i beams overlaps each other or docks.
Preferably, one said top flange in adjacent two said i beams is provided with the fovea superior slot part, and another said top flange is provided with the last protuberance that matches with this fovea superior slot part, and the said protuberance of going up inserts in the said fovea superior slot part; One said bottom flange in adjacent two said i beams is provided with recessed slot part, and another said bottom flange is provided with the following protuberance that matches with this recessed slot part, and said protuberance down inserts in the said recessed slot part.
Preferably, said i beam is processed by self-compacting concrete.
Preferably, said bridge also comprises base plate, and said i beam is arranged on the said base plate.
Preferably, the both sides of said base plate are formed with upwardly extending sidewall, and the said base plate and the said sidewall of said i beam comprise said bottom flange together.
Preferably, be connected with WELDING STUDS on the said base plate, this WELDING STUDS is inserted in the said bottom flange.
Preferably, be provided with prestressed reinforcement in the said bottom flange, this prestressed reinforcement extends along the longitudinal direction of said bridge.
Preferably, the outside of said top flange of said i beam that is positioned at the both sides of said bridge is formed with the upwardly extending folding part of going up.
Preferably, the outside of said top flange of said i beam that is positioned at the both sides of said bridge is formed with first time folding part of downward-sloping extension; And/or the outside of said bottom flange of said i beam that is positioned at the both sides of said bridge is formed with second time folding part of downward-sloping extension.
Preferably, this bridge also comprises first reinforcement, and this first reinforcement is arranged on said top flange and/or the said bottom flange.
Preferably, said bridge also comprises second reinforcement of the said i beam of a plurality of lateral circulars, and these a plurality of second reinforcements are arranged along the longitudinal separation of said bridge.
Preferably, this bridge also comprises the 3rd reinforcement, and the 3rd reinforcement connects adjacent said top flange mutually, and/or adjacent said bottom flange is connected mutually.
Preferably, said bridge also comprises the 4th reinforcement, and the 4th reinforcement is connected between said top flange and the said bottom flange, and engages with said web.
Preferably, the lateral wall of said i beam that is positioned at the both sides of said bridge is provided with recess.
Preferably, be embedded with suspender member on said top flange and/or the said bottom flange.
Preferably, said bridge also comprises many reinforcing ribs, and these many reinforcing ribs distribute along the longitudinal separation of said bridge, and every said reinforcing rib penetrates said web and the said web of said a plurality of i beams is continuous.
Through two mutual connections of i beam being improved the stability of integral bridge, improve the vertical rigidity of bridge.
Other features and advantages of the present invention will partly specify in the specific embodiment subsequently.
Description of drawings
Accompanying drawing is to be used to provide further understanding of the present invention, and constitutes the part of manual, is used to explain the present invention with the following specific embodiment, but is not construed as limiting the invention.In the accompanying drawings:
Fig. 1 is the three-dimensional icon intention of first kind of embodiment of bridge of the present invention;
Fig. 2 is the three-dimensional icon intention of second kind of embodiment of bridge of the present invention;
Fig. 3 is the three-dimensional icon intention of the third embodiment of bridge of the present invention;
Fig. 4 is the three-dimensional icon intention of the 4th kind of embodiment of bridge of the present invention;
Fig. 5 is the three-dimensional icon intention of the 5th kind of embodiment of bridge of the present invention;
Fig. 6 is the three-dimensional icon intention of the 6th kind of embodiment of bridge of the present invention;
Fig. 7 is the three-dimensional icon intention according to the 7th kind of embodiment of bridge of the present invention;
Fig. 8 is the three-dimensional icon intention according to the 8th kind of embodiment of bridge of the present invention;
Fig. 9 is the three-dimensional icon intention according to the 9th kind of embodiment of bridge of the present invention;
Figure 10 is the three-dimensional icon intention according to the tenth kind of embodiment of bridge of the present invention;
Figure 11 is the three-dimensional icon intention according to the 11 kind of embodiment of bridge of the present invention;
Figure 12 is the three-dimensional icon intention according to the 12 kind of embodiment of bridge of the present invention;
Figure 13 is the three-dimensional icon intention according to the 13 kind of embodiment of bridge of the present invention;
Figure 14 is the three-dimensional icon intention according to the 14 kind of embodiment of bridge of the present invention;
Figure 15 is the three-dimensional icon intention according to the 15 kind of embodiment of bridge of the present invention;
Figure 16 is the three-dimensional icon intention according to the 16 kind of embodiment of bridge of the present invention;
Figure 17 is the three-dimensional icon intention according to the 17 kind of embodiment of bridge of the present invention
Figure 18 is the three-dimensional icon intention according to the 18 kind of embodiment of bridge of the present invention; With
Figure 19 is the three-dimensional icon intention according to the 19 kind of embodiment of bridge of the present invention.
Description of reference numerals
1 i beam, 2 base plates
4 WELDING STUDSs, 5 prestressed reinforcements
7 first times folding parts, folding part on 6
8 second times folding part 9 first reinforcements
10 the 3rd reinforcements 18 the 4th reinforcement
12 webs, 13 suspender members
14 fovea superior slot parts, 21 sidewalls
15 connecting holes, 16 reinforcing ribs
17 second reinforcement 11a top flanges
Clinch on the 11c first of 11b bottom flange
Clinch 11e goes up protuberance on the 11d second
First time clinch of 11f fovea superior slot part 11c '
The recessed slot part of 11f '
The specific embodiment
Be elaborated below in conjunction with the accompanying drawing specific embodiments of the invention.Should be understood that the specific embodiment described herein only is used for explanation and explains the present invention, is not limited to the present invention.
In the present invention, do not doing under the situation of opposite explanation, the noun of locality of use typically refers to the direction shown in the accompanying drawing like " upper and lower "." vertically " refers to the length direction of bridge, and " laterally " refers to the width of bridge, and " outside " mentioned in the manual refers to along the both sides of bridge lateral direction.
Shown in Fig. 1 to 19; The present invention provides a kind of bridge, and this bridge comprises i beam 1, this i beam 1 comprise top flange 11a, bottom flange 11b and be supported on top flange 11a and bottom flange 11b between web 12; Wherein, I beam 1 is a plurality of, and these a plurality of i beams 1 are arranged side by side, and adjacent two i beams 1 connect mutually.
After a plurality of i beams 1 connect mutually; The load that acts on the 11a of top flange is delivered to bottom flange 11b through web 12; Because a plurality of i beams 1 connect mutually; Therefore the contact area of bottom flange 11b and bridge pier end face increases, thereby has improved the stability of integral bridge, and has improved the stress performance and the fatigue resistance of bridge.
In the embodiment of the present invention, two i beams 1 have connected to form bridge of the present invention mutually.Should be understood that, in the present invention, can be to connect mutually more than two i beam 1.When a plurality of i beams 1 are connected mutually; Can be with behind a plurality of i beam 1 hoisted in position; The top flange 11a of adjacent i beam 1 is connected mutually; Also can the bottom flange 11b of adjacent two i beams 1 be connect mutually, also can the web 12 of adjacent two i beams 1 be connected mutually, connect mutually as long as can guarantee adjacent two i beams 1.Can also be simultaneously with the top flange 11a of two adjacent i beams connect mutually, bottom flange 11b connects mutually, and web 12 connects mutually.
Preferably, the top flange 11a of adjacent two i beams 1 connects mutually, and the bottom flange 11b of adjacent two i beams 1 connects mutually.Thereby can guarantee that the i beam 1 more than two can be stressed jointly under the effect of load, and then improve the vertical rigidity and the lateral stiffness of bridge of the present invention.And compressive stress and the tensile stress amplitude of said bridge top flange 11a and bottom flange 11b all reduce to some extent, have improved the corresponding strength safety factor, thereby improve the supporting capacity of bridge of the present invention.
Should be noted that after when connecting mutually that should guarantee does not influence the slit that vehicle passes through between the top flange 11b of adjacent two i beams 1 of bridge with a plurality of i beam 1 hoisted in position.Preferably, can the top flange 11a of adjacent two i beams 1 be connected mutually, be unlikely to excessive with the seam between two i beams that guarantee bridge, influence is open to traffic.
Preferably, can be through the mode of connector, the top flange 11a of adjacent two i beams 1 is connected mutually.For example, connector can be the connecting reinforcement among Fig. 5 and Figure 17, also can be the concrete shown in Fig. 1, Fig. 6-9 and Figure 13, Figure 14 and Figure 16 etc.After through connecting reinforcement the top flange 11a of adjacent two i beams 1 being connected mutually, preferably, can also be in the top flange of two i beams 1 seam crossing of 11a fill slip (like cement, concrete etc.).
Preferably, when the bottom flange of adjacent two i beams 1 11b connects mutually, also can use the mode of connector to connect mutually.When connecting bottom flange 11b, can adopt and be connected the same or analogous connector of top flange 11a.
Preferably, the mode that can also overlap each other or dock through the top flange 11a with adjacent two i beams 1, the bottom flange 11b of adjacent two i beams 1 is overlapped each other or docks connects two adjacent i beams 1.
In first kind of embodiment according to bridge of the present invention, the top flange 11a of adjacent two i beams 1 docks mutually, and the bottom flange 11b of adjacent two i beams 1 docks mutually, and is as shown in fig. 1.When the mode through butt joint connects adjacent two i beams 1 mutually, can between the bottom flange 11b that connector (like reinforcing bar or concrete), adjacent two i beams 1 are set between the 11a of the top flange of adjacent two i beams 1, connector be set.
Can utilize concrete that the top flange of adjacent i beam 1 is connected mutually.Promptly; With the top flange 11a of adjacent two i beams 1 relative to each other, the bottom flange 11b of adjacent two i beams 1 relative to each other after; At concreting between two adjacent top flange 11a and between the adjacent bottom flange 11b adjacent two i beams 1 are connected, as shown in fig. 1.
In addition, can also adjacent two i beams 1 be connected mutually through reinforcing bar, as shown in Figure 5.One the top flange 11a of reinforcing bar from adjacent two i beams 1 is outstanding, extends in adjacent two i beams another, thereby the top flange 11a of two i beams 1 is connected mutually.After utilizing reinforcing bar that adjacent two i beams 1 are connected mutually, build slip or adhesive material to company's seam crossing of adjacent two i beams 1 again, seam is filled and led up.
When the top flange of adjacent two i beams 1 variable thickness causes; When the mode of using butt joint connects the top flange of adjacent two i beams 1 mutually; The reinforcing bar that protrudes in side to be connected, this top flange can be in the 11a of the top flange of adjacent two i beams 1 be set respectively, and the reinforcing bar butt joint that will be arranged among the top flange 11a of adjacent two i beams 1 of the mode through welding connects (shown in Figure 17 and Figure 18) then.The static strength and the fatigue strength of this banjo fixing butt jointing are higher, can avoid the cross section sharply to change and the serious stress concentration that causes.Likewise, adjacent two i beams after 1 mutual the connection, are built slip or adhesive material to company's seam crossing of adjacent two i beams 1 again, seam is filled and led up through the mode of welded reinforcement.
In second kind of embodiment according to the present invention, the top flange 11a of adjacent two i beams 1 overlaps mutually, as shown in Figure 2.When overlapping, the some of the sides adjacent of the top flange 11a of adjacent two i beams 1 overlaps each other.Promptly; Shown in Fig. 2 and Figure 10; One top flange 11a in adjacent two i beams 1 is provided with clinch 11c on first; The top flange 11a of another in adjacent two i beams 1 is provided with and this clinch 11c matches on first on second clinch 11d, and clinch 11c overlap joint is on clinch 11d on second, at this moment on first; The upper surface of the soffit of clinch 11c and the second clinch 11d is fitted mutually on first, and the upper surface of the first clinch 11c is concordant with the upper surface of top flange 11a.
When the bottom flange of adjacent two i beams 1 11b connects mutually, also can adopt the overlapping mode that is adopted when connecting top flange 11a.That is, first time clinch 11c ' and second time clinch 11d ' are set respectively on the 11b of the bottom flange of adjacent two i beams 1.The upper surface of the soffit of first time clinch 11c ' and second time clinch 11d ' is fitted mutually, and it is concordant with the soffit of bottom flange 11b to overlap the soffit of surperficial 11d ' for second time.
After two adjacent i beams 1 are finished through the overlap joint connection; In order to increase bonding strength; Preferably; Connecting hole 15 can also be set on clinch 11d on the clinch 11c and second on first, and be provided with connector such as the interconnected rivet of clinch 11d or bolt on the clinch 11c and second on first, to increase the bonding strength between adjacent two i beams 1 through connecting hole 15.In like manner, when the bottom flange 11b of adjacent two i beams 1 connects mutually through overlap joint, also connectors such as bolt or rivet can be set, with the bonding strength of the junction that increases adjacent two i beams 1.
Mode through overlap joint is adjacent two i beams, 1 interconnected advantage, can reduce to connect the slit between the top flange 11a of adjacent two i beams 1, improves the bridge floor quality of bridge, and the vertical rigidity of raising bridge.
In the third embodiment according to the present invention; Can adjacent two i beams 1 be connected mutually through the mode of pegging graft; Shown in Fig. 3, Fig. 4, Figure 12 and Figure 15; One top flange 11a in adjacent two i beams 1 is provided with fovea superior slot part 11f, and another top flange 11a is provided with the last protuberance 11e that matches with this fovea superior slot part 11f; When two i beams 1 are connected mutually, can insert among the fovea superior slot part 11f going up protuberance 11e.
Similar with second kind of embodiment of bridge of the present invention; Can be after 11a grafting in the top flange of adjacent two i beams 1 finishes; The use connector (as; Bolt, rivet etc.) fovea superior slot part 11f is connected mutually with last protuberance 11e, with the bonding strength of the junction that increases adjacent two i beams 1.
When the bottom flange 11b of adjacent two i beams 1 connects mutually, also can adopt the mode of grafting.Promptly; One bottom flange 11b in adjacent two i beams 1 is provided with recessed slot part 11f '; Another bottom flange 11b is provided with the following protuberance 11e ' that matches with this recessed slot part 11f ', and when two i beams 1 were connected mutually, following protuberance 11e ' inserted recessed slot part 11f '.The bottom flange of adjacent two i beams 1 11b peg graft finish after, can use connector (as, bolt, rivet etc.) recessed slot part 11f ' is connected mutually with following protuberance 11e ', with the bonding strength of the junction that increases adjacent two i beams 1.
Mode through butt joint is adjacent two i beams, 1 interconnected advantage, can reduce to connect the slit between the top flange 11a of adjacent two i beams 1 the bridge floor quality of raising bridge.
Preferably, i beam 1 is processed by self-compacting concrete.Self-compacting concrete can guarantee that the bridge that builds up has higher compactness.And in work progress, self-compacting concrete need not vibrate, and effectively enhances productivity, and significantly shortens the required time of concreting.Thereby and reduction working strength of workers.And, can avoid excessive can't the release of the heat of hydration of beam inner concrete, prevent concrete cracking; Can keep the beam internal-external temperature difference to minimize in the while use afterwards; Can also play the effect that prevents concrete cracking, and effectively prevent the corrosion of beam, guarantee the total quality of pontic; And can play the effect of obstruct to the live load of bridge floor, improve the fatigue resistance of pontic.
Preferably, also comprise base plate 2 according to bridge of the present invention, i beam 1 is arranged on the base plate 2.The bottom flange 11b of i beam 1 is arranged on (shown in Fig. 4 and Fig. 9) on the base plate 2, can increase the contact area on bridge and the bridge pier, thereby and reduce the pressure of function served as bridge on bridge pier, improve the stability and the supporting capacity of bridge.
Preferably, the both sides of base plate 2 are formed with upwardly extending sidewall 21, and the base plate 2 and the sidewall 21 of i beam comprise bottom flange 11b together.The advantage that bottom flange 11b is wrapped between base plate 2 and the sidewall 21 is, can improve the globality of bridge, guarantees that a plurality of i beams 1 that link together can be simultaneously stressed, thereby improves the fatigue resistance of integral bridge.
In order further to strengthen being fixedly connected between bottom flange 11b and the base plate 2, preferably, shown in Fig. 5 and 17, can be connected with WELDING STUDS 4 on the base plate 2, in this WELDING STUDS 4 insertion bottom flange 11b.Through WELDING STUDS 4 being arranged by different way between bottom flange 11b and the base plate 2; Can make WELDING STUDS bear shearing and uplift force, and as whole i beam 1 reinforcement, i beam 1 is enhanced; And can be delivered to the load on base plate 2 tops on the base plate uniformly; Form the overall coordination stress system, can fully play, improve bending resistance, shearing resistance, the compressive property of integral bridge as base plate 2 intensity.
In addition, WELDING STUDS 4 can be upright, also can stand upside down.As shown in Figure 5, WELDING STUDS 4 is in upright state.In addition, can be that the end of WELDING STUDS 4 is connected with base plate 2, also can be WELDING STUDS 4 penetrates base plate 2 and is provided with or inserts the inside of base plate 2 and be connected with base plate 2.
Preferably, as shown in Figure 5, be provided with prestressed reinforcement 5 in the 11b of bottom flange, this prestressed reinforcement 5 extends along the longitudinal direction of bridge.After prestressed reinforcement 5 is set, can be through on this prestressed reinforcement 5, applying different prestressing force, thus improve bearing capacity and the bending resistance of bridge longitudinal direction, the performance of shearing resistance.
Preferably, the outside of top flange 11a of i beam 1 that is positioned at the both sides of bridge of the present invention is formed with the upwardly extending folding part 6 of going up.Bridge of the present invention can be used for across the water surface, and when water surface water level raise, the effect of dash can be played in folding part 6 on this.
For the ease of draining, preferably, the outside of top flange 11a of i beam 1 that is positioned at the both sides of bridge of the present invention is formed with first time folding part 7 of downward-sloping extension; And/or the outside of bottom flange 11b of i beam 1 that is positioned at the both sides of bridge of the present invention is formed with second time folding part 8 of downward-sloping extension.Thereby; When rainy or flood; The ponding that accumulates on the upper surface of the top flange 11a of bridge can flow out along first time folding part 7, and the ponding that accumulates on the upper surface of bottom flange 11b can flow out along second time folding part 8, avoids ponding that bridge is caused corrosion and destruction.
Preferably, bridge of the present invention can also comprise first reinforcement 9, this first reinforcement 9 be arranged on top flange 11a with or bottom flange 11b on.The intensity that first reinforcement 9 can improve top flange 11a is set on the 11a of top flange, thereby improves the supporting capacity of bridge, rigidity and anti-collision ability etc.Said here be arranged on top flange 11a " on " be meant; First reinforcement 9 can be laid on the upper surface of top flange 1 (shown in Fig. 3, Fig. 4); Can partly embed the upper surface interior (Fig. 7) of top flange 11a; Also can be wrapped in (Fig. 8) among the 11a of top flange fully, as long as can play booster action to bridge.First reinforcement 9 here can be a concrete slab, also can be steel plate.Preferably, first reinforcement 9 is a steel plate, thereby improves the intensity of bridge better.Can on each top flange 11a of interconnected a plurality of i beams 1, first reinforcement 9 be set all; First reinforcement 9 of an integral body also can be set on the 11a of the top flange of interconnected a plurality of i beams 1; This first reinforcement 9 can connect the top flange 11a of a plurality of i beams 1 mutually, thereby can improve the overall performance of bridge.
Likewise, first reinforcement 9 can also be arranged on the 11b of bottom flange.The set-up mode, formation and the function that are arranged on first reinforcement 9 on the 11b of bottom flange are similar with first reinforcement 9 on being arranged on top flange 11a, give unnecessary details no longer one by one here.
Preferably, as shown in Figure 14, bridge of the present invention also comprises second reinforcement 17 of a plurality of lateral circular i beams 1, and these a plurality of second reinforcements 17 are arranged along the longitudinal separation of said bridge.Intensity, rigidity, anti-seismic performance and anti-fatigue performance that second reinforcement 17 can improve integral bridge are set.
Preferably, shown in Fig. 8 and Figure 13, bridge of the present invention can also comprise that the 3rd reinforcement 10, the three reinforcements 10 are arranged on the upper surface of top flange 11a, and adjacent top flange 11a is connected mutually.The 3rd reinforcement 10 is set in the intersection of adjacent i beam 1 can prevents that bridge from laterally ftractureing along the intersection of i beam 1, and can improve shearing resistance, the anti-twisting property of integral bridge.
Likewise, the 3rd reinforcement 10 can also be arranged on the upper surface of bottom flange 11b, and adjacent bottom flange 11b is connected (as shown in Figure 6) mutually.
The 3rd reinforcement 10 can also be arranged on the soffit of soffit and bottom flange 11b of top flange 11a, and the top flange of adjacent two i beams 1 is connected (as shown in Figure 15) mutually with the bottom flange.
The 3rd reinforcement 10 can be the list structure of arranging along the longitudinal separation of bridge (Figure 13); Also can be the upper surface of the upper surface, soffit and the bottom flange 11b that are laid on the top flange 11a of adjacent two i beams 1, the platy structure on the soffit, as long as can adjacent i beam 1 be connected, improve the globality of bridge mutually.
Preferably, shown in Fig. 9 to Figure 12, bridge of the present invention can also comprise that the 4th reinforcement 18, the four reinforcements 18 are connected between top flange 11a and the bottom flange 11b, and engages with web 12.Through the intensity that the 4th reinforcement 18 can improve web 12 effectively is set, can be better with act on Load Transfer on the 11a of top flange to the bottom flange 11b, thereby improve the globality of pontic.
The 4th reinforcement 18 promptly can be column construction (shown in Fig. 9, Figure 10), also can be platy structure (shown in Figure 11, Figure 12), as long as can be arranged on the web 12, the loading transfer that acts on the 11a of top flange is got final product on the 11b to the bottom flange.Preferably, the 4th reinforcement 18 can be set to " X " shape and be fitted in (as shown in Figure 10) on the web 12.Because the 4th reinforcement of " X " shape can decompose transmission with load effectively, thereby can increase the intensity of the bridge of large span effectively.And the 4th reinforcement 18 can be a concrete structure, also can be steel work.
When the 4th reinforcement was platy structure, preferably, the bearing of trend of platy structure was consistent with the bearing of trend of top flange 11a and bottom flange 11b broad ways.The advantage that the 4th reinforcement 18 of platy structure is set is, can improve the integrated carrying ability of bridge of the present invention, and platy structure has transmission force property preferably, can improve intensity, rigidity, anti-seismic performance and the anti-fatigue performance of integral bridge.
Preferably, as shown in Figure 16, be positioned on the lateral wall of i beam 1 in the outside of bridge of the present invention and can be provided with recess 14.This recess 14 can be groove or pit, when this recess 14 is pit, can be arranged on the lateral wall of top flange 11a, also can be arranged on the lateral wall of bottom flange 11b, can make things convenient for the draining of bridge, avoids ponding that pontic is damaged.When recess 14 was groove, this groove was arranged on the lateral wall of web 12, and extended along the short transverse of i beam 1, and recess 14 enough convenient pipelines etc. of in recess 14, laying of groove shaped are set.Likewise, also can be provided with recess 14 on the sidewall of bottom flange 11b.
Preferably, the making of integral bridge, maintenance and lifting for ease can also be embedded with suspender member 13 on top flange 11a and/or the bottom flange 11b.
Preferably, bridge of the present invention also comprises many reinforcing ribs 16, and these many reinforcing ribs 16 distribute along the longitudinal separation of said bridge, and every reinforcing rib 16 penetrates the web 12 and web 12 of a plurality of i beams 1 is continuous.Reinforcing rib 16 is set prevents that bridge from diseases such as horizontal cracking, the application life of improving bridge taking place in the process of using.
Through the mutual connection of a plurality of i beams being improved the vertical rigidity and the lateral stiffness of bridge, reduce top flange and the compressive stress on the bottom flange and the tensile stress of bridge, improved the safety factor of bridge, and it is less laterally to ftracture.
More than combine accompanying drawing to describe preferred implementation of the present invention in detail; But; The present invention is not limited to the detail in the above-mentioned embodiment; In technical conceive scope of the present invention, can carry out multiple simple variant to technical scheme of the present invention, these simple variant all belong to protection scope of the present invention.
Need to prove that in addition each the concrete technical characterictic described in the above-mentioned specific embodiment under reconcilable situation, can make up through any suitable manner.For fear of unnecessary repetition, the present invention is to the explanation no longer separately of various possible compound modes.
In addition, also can carry out combination in any between the various embodiment of the present invention, as long as it is without prejudice to thought of the present invention, it should be regarded as the disclosed content of the present invention equally.
Claims (19)
1. bridge; This bridge comprises i beam (1); This i beam (1) comprise top flange (11a), bottom flange (11b) and be supported on said top flange (11a) and said bottom flange (11b) between web (12), it is characterized in that said i beam (1) is a plurality of; These a plurality of i beams (1) are arranged side by side, and adjacent two said i beams (1) connect mutually.
2. bridge according to claim 1 is characterized in that, the said top flange (11a) of adjacent two said i beams (1) connects mutually, and the said bottom flange (11b) of adjacent two said i beams (1) connects mutually.
3. bridge according to claim 2 is characterized in that, the said top flange (11a) of adjacent two said i beams (1) connects mutually through connector, and the said bottom flange (11b) of adjacent two said i beams (1) connects mutually through connector.
4. bridge according to claim 2 is characterized in that, the said top flange (11a) of adjacent two said i beams (1) overlaps each other or docks; The said bottom flange (11b) of adjacent two said i beams (1) overlaps each other or docks.
5. bridge according to claim 2; It is characterized in that; One said top flange (11a) in adjacent two said i beams (1) is provided with fovea superior slot part (11f); Another said top flange (11a) is provided with the last protuberance (11e) that matches with this fovea superior slot part (11f), and the said protuberance (11e) of going up inserts in the said fovea superior slot part (11f); One said bottom flange (11b) in adjacent two said i beams (1) is provided with recessed slot part (11f '); Another said bottom flange (11b) is provided with the following protuberance that matches with this recessed slot part (11f ') (11e '), and said protuberance down (11e ') inserts in the said recessed slot part (11f ').
6. bridge according to claim 1 is characterized in that, said i beam (1) is processed by self-compacting concrete.
7. according to any described bridge in the claim 1 to 6, it is characterized in that this bridge also comprises base plate (2), said i beam (1) is arranged on the said base plate (2).
8. bridge according to claim 7 is characterized in that, the both sides of said base plate (2) are formed with upwardly extending sidewall (21), and said base plate (2) and said sidewall (21) wrap up said bottom flange (11b) together.
9. according to any described bridge in the claim 1 to 6, it is characterized in that be connected with WELDING STUDS (4) on the said base plate (2), this WELDING STUDS (4) is inserted in the said bottom flange (11b).
10. according to any described bridge in the claim 1 to 6, it is characterized in that, be provided with prestressed reinforcement (5) in said bottom flange (11b), this prestressed reinforcement (5) extends along the longitudinal direction of said bridge.
11., it is characterized in that the outside of said top flange (11a) of said i beam (1) that is positioned at the both sides of said bridge is formed with the upwardly extending folding part (6) of going up according to any described bridge in the claim 1 to 6.
12., it is characterized in that the outside of said top flange (11a) of said i beam (1) that is positioned at the both sides of said bridge is formed with first time folding part (7) of downward-sloping extension according to any described bridge in the claim 1 to 6; And/or the outside of said bottom flange (11b) of said i beam (1) that is positioned at the both sides of said bridge is formed with second time folding part (8) of downward-sloping extension.
13. according to any described bridge in the claim 1 to 6, it is characterized in that this bridge also comprises first reinforcement (9), this first reinforcement (9) is arranged on said top flange (11a) and/or said bottom flange (11b).
14., it is characterized in that this bridge also comprises second reinforcement (17) of the said i beam of a plurality of lateral circulars (1) according to any described bridge in the claim 1 to 6, these a plurality of second reinforcements (17) are arranged along the longitudinal separation of said bridge.
15. according to any described bridge in the claim 1 to 6; It is characterized in that; This bridge also comprises the 3rd reinforcement (10), and the 3rd reinforcement (10) connects adjacent said top flange (11a) mutually, and/or adjacent said bottom flange (11b) is connected mutually.
16. according to any described bridge in the claim 1 to 6, it is characterized in that this bridge also comprises the 4th reinforcement (18), the 4th reinforcement (18) is connected between said top flange (11a) and said bottom flange (11b), and engages with said web (12).
17., it is characterized in that the lateral wall of said i beam (1) that is positioned at the both sides of this bridge is provided with recess (14) according to any described bridge in the claim 1 to 6.
18. according to any described bridge in the claim 1 to 6, it is characterized in that, be embedded with suspender member (13) on said top flange (11a) and/or said bottom flange (11b).
19. according to any described bridge in the claim 1 to 6; It is characterized in that; This bridge also comprises many reinforcing ribs (16); These many reinforcing ribs (16) distribute along the longitudinal separation of said bridge, and every said reinforcing rib (16) penetrates said web (12) and the said web (12) of said a plurality of i beams (1) is continuous.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110224679A CN102330408A (en) | 2011-08-05 | 2011-08-05 | Bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110224679A CN102330408A (en) | 2011-08-05 | 2011-08-05 | Bridge |
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| Publication Number | Publication Date |
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| CN102330408A true CN102330408A (en) | 2012-01-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201110224679A Pending CN102330408A (en) | 2011-08-05 | 2011-08-05 | Bridge |
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Cited By (12)
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|---|---|---|---|---|
| CN104792937A (en) * | 2015-04-02 | 2015-07-22 | 同济大学 | Bridge head bump detection evaluation method based on vehicle-mounted gravitational acceleration sensor |
| CN105088932A (en) * | 2014-05-06 | 2015-11-25 | 郑州大学 | Novel prefabricated hollow slab and hollow slab bridge construction method using same |
| CN105712192A (en) * | 2014-12-05 | 2016-06-29 | 无锡锡山安达防爆电气设备有限公司 | X-ray induction crack detecting type girder of anti-explosion crane |
| CN105712191A (en) * | 2014-12-05 | 2016-06-29 | 无锡锡山安达防爆电气设备有限公司 | Safety monitoring type main beam structure of anti-explosion crane |
| CN105712193A (en) * | 2014-12-05 | 2016-06-29 | 无锡锡山安达防爆电气设备有限公司 | Intelligent detection type girder structure of explosion-proof crane |
| CN105712190A (en) * | 2014-12-05 | 2016-06-29 | 无锡锡山安达防爆电气设备有限公司 | Main girder structure for anti-explosion crane |
| CN105731250A (en) * | 2014-12-12 | 2016-07-06 | 无锡锡山安达防爆电气设备有限公司 | Stiffened girder of explosion-proof crane |
| CN105731252A (en) * | 2014-12-12 | 2016-07-06 | 无锡锡山安达防爆电气设备有限公司 | Explosionproof crane main beam based on X-ray induction image detection |
| CN105731249A (en) * | 2014-12-12 | 2016-07-06 | 无锡锡山安达防爆电气设备有限公司 | Intelligent strengthening main girder structure for anti-explosion crane |
| CN107090945A (en) * | 2017-04-28 | 2017-08-25 | 金梁复材（北京）科技有限公司 | A kind of anti-slip I-beam, prestressing force I-beam and prestressing force span bridge |
| CN108103922A (en) * | 2017-12-22 | 2018-06-01 | 中铁十七局集团第二工程有限公司 | It is a kind of to cross water suspension bridge construction method for the big amount of increase river of high flow rate |
| CN114000407A (en) * | 2021-11-07 | 2022-02-01 | 中建路桥集团有限公司 | Connection structure of prefabricated assembled T roof beam of unbonded |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105088932A (en) * | 2014-05-06 | 2015-11-25 | 郑州大学 | Novel prefabricated hollow slab and hollow slab bridge construction method using same |
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| CN105712191A (en) * | 2014-12-05 | 2016-06-29 | 无锡锡山安达防爆电气设备有限公司 | Safety monitoring type main beam structure of anti-explosion crane |
| CN105712193A (en) * | 2014-12-05 | 2016-06-29 | 无锡锡山安达防爆电气设备有限公司 | Intelligent detection type girder structure of explosion-proof crane |
| CN105731250A (en) * | 2014-12-12 | 2016-07-06 | 无锡锡山安达防爆电气设备有限公司 | Stiffened girder of explosion-proof crane |
| CN105731252A (en) * | 2014-12-12 | 2016-07-06 | 无锡锡山安达防爆电气设备有限公司 | Explosionproof crane main beam based on X-ray induction image detection |
| CN105731249A (en) * | 2014-12-12 | 2016-07-06 | 无锡锡山安达防爆电气设备有限公司 | Intelligent strengthening main girder structure for anti-explosion crane |
| CN104792937A (en) * | 2015-04-02 | 2015-07-22 | 同济大学 | Bridge head bump detection evaluation method based on vehicle-mounted gravitational acceleration sensor |
| CN107090945A (en) * | 2017-04-28 | 2017-08-25 | 金梁复材（北京）科技有限公司 | A kind of anti-slip I-beam, prestressing force I-beam and prestressing force span bridge |
| CN108103922A (en) * | 2017-12-22 | 2018-06-01 | 中铁十七局集团第二工程有限公司 | It is a kind of to cross water suspension bridge construction method for the big amount of increase river of high flow rate |
| CN114000407A (en) * | 2021-11-07 | 2022-02-01 | 中建路桥集团有限公司 | Connection structure of prefabricated assembled T roof beam of unbonded |
| CN114000407B (en) * | 2021-11-07 | 2023-11-24 | 中建路桥集团有限公司 | Connection structure of unbonded prefabricated assembled T-beam |
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Application publication date: 20120125 |