CN101195989A - Assembled bridge building technique based on three steel tube longeron segments - Google Patents
Assembled bridge building technique based on three steel tube longeron segments Download PDFInfo
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- CN101195989A CN101195989A CNA2008100172591A CN200810017259A CN101195989A CN 101195989 A CN101195989 A CN 101195989A CN A2008100172591 A CNA2008100172591 A CN A2008100172591A CN 200810017259 A CN200810017259 A CN 200810017259A CN 101195989 A CN101195989 A CN 101195989A
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Abstract
The invention discloses an assembly type bridge construction process based on three steel tube truss segments. Firstly, the lower part structure of a bridge is built, then the upper part structure of the bridge is built, a plurality of precasting truss segments are erected on the lower part structure in sequence and a bridge bearing structure is formed, and finally a bridge floor is laid to accomplish the bridge construction, the upper boom member and the lower boom member of the truss segment are connected into a whole through a web member, before a plurality of truss segments of the bearing structure are precast and formed, the stress condition of each truss segment is firstly analyzed, according to the stress condition, the truss segments is divided into three types, namely, a hollow steel tube truss segment with the upper boom member and the lower boom member in both which concrete is not required to be filled, a steel tube truss segment with the pressed upper boom member or lower boom member in which the concrete is singly filled, and a steel tube truss segment with the upper boom member and the lower boom member in both which the concrete is filled. The invention has the advantages that the construction process is simple, the stress of the built bridge structure is simple and the application range is wide, the problems of construction, construction cost and engineering quality in the bridge construction can be effectively solved, and the invention has good economic benefit.
Description
Technical field
The present invention relates to the bridge construction technical field, especially relate to a kind of assembling bridge build process based on three kinds of steel pipe truss sections.
Background technology
At present, domestic bridge construction form mainly is prestressed reinforced concrete construction and steel truss, steel box-beam structure, and encased structures and steel pipe truss structure are also more in existing bridge construction application in engineering.Though above-mentioned bridge construction form possesses plurality of advantages separately, be applicable to different bridge construction environment, also there are some bigger defectives in these structures simultaneously.Because its structural meterials specific strength (strength of materials/material unit weight) is less, and dead load proportion in total load is very big, and the holding capacity utilization ratio is low, consequently can't adapt to long-span bridge beam demand as prestressed concrete box girder; Thereby in the practice for alleviating deadweight, the web of bridge need be provided with a large amount of prestressed reinforcements usually, make the construction needs a large amount of, complicated mechanical equipment, and the site operation place is big, construction period is longer.And steel truss beam steel using amount is big, structural entity rigidity is little, joint structure is complicated, add the also bad assurance of its joint behavior, safety factor is lower, need regularly to implement maintenance measures such as reinforcing, and service life is restricted and to utilize steel to bear pressure fully also uneconomical.For the steel box-beam structure, same steel using amount is big, and the welding requirements height is not easy to field fabrication, assembly unit and sets up, and is not suitable for building in area, valley, mountain area.
Summary of the invention
Technical problem to be solved by this invention is at above-mentioned deficiency of the prior art, a kind of assembling bridge build process based on three kinds of steel pipe truss sections is provided, its build process is simple, institute's construction brutal structure stress is reasonable and applied widely, can effectively solve construction, cost and qualitative problems of construction in the bridge construction.
For solving the problems of the technologies described above, technical scheme of the present invention is: a kind of assembling bridge build process based on three kinds of steel pipe truss sections, at first the substructure of bridge is built in construction, comprises abutment 7, the bridge pier 8 that is used to support bridge superstructure and is used to carry the two basis of pressure transmission power down; Secondly the superstructure of bridge is built in construction, comprise load-carrying members and bridge floor 16, the multistage truss sections of the prefabricated composition bridge bearing structure of elder generation, again it is erected at successively on the substructure and connects and be assemblied to form the bridge bearing structure, final laying bridge floor 16 is finished the construction construction of whole bridge, the upper chord 1 and the lower chord 2 of its truss sections are connected to one by web member 3, before the multistage steel pipe truss sections of the described load-carrying members of prefabricated composition, should at first analyze the stressing conditions of each truss sections present position in whole bridge bearing structure, according to force analysis multistage steel pipe truss sections is divided into three types, the truss sections that promptly upper chord 1 and lower chord 2 all is not stressed or all is stressed less adopts all empty steel pipe truss sections of fill concrete not of upper chord 1 and lower chord 2, be subjected to the truss sections of big pressure to adopt the upper chord 1 of pressurized or the steel pipe truss sections of lower chord 2 independent fill concretes separately to upper chord 1 or lower chord 2, all be subjected to the truss sections of big pressure to adopt the steel pipe truss sections of upper chord 1 and lower chord 2 whole fill concretes for upper chord 1 and lower chord 2; After prefabricated the finishing, according to stressing conditions that prefabricated multistage steel pipe truss sections is fixedly connected and be assemblied to form the load-carrying members that whole trussed construction is a bridge in factory or job site.
As a preferred embodiment of the present invention, the upper chord 1 of described three types steel pipe truss sections is integrally welded by web member 3 with lower chord 2, and web member 3 is empty steel pipe.
As another kind of preferred version of the present invention, described upper chord 1, lower chord 2 are rectangle, square or round steel pipe with web member 3.
As another preferred version of the present invention, connect and compose whole trussed construction with flange 4 or welding manner between the described three types steel pipe truss sections.
As the present invention further optimization scheme, the trussed construction that described three types of steel pipe truss sections are formed is two Pin, three Pin or many Pin, connects by tranverse connecting rod 5 between each truss structure structure.
As further preferred version of the present invention, per two truss structure structure tranverse connecting rods 5 that described three types of steel pipe truss sections are formed are formed a combination Pin frame, are configured to whole trussed construction by one, two or more combination Pin.
As another preferred version of the present invention, described three kinds of steel pipe truss sections integral body is rectilinear form or arc shape.
To sum up, adopt a kind of assembling bridge build process of the present invention, have the following advantages based on three kinds of steel pipe truss sections: 1, simple, processing and fabricating of build process and easy construction, be subjected to the extraneous environmental limitations of building few, be suitable for different types of rridges and build environment; 2, scope of application scope is wide, is applicable to the construction of various form of structure bridges; 3, it is good and cost is low to build the bridge engineering quality, and its bridge construction is strong from heavy and light, span ability, compares with the conventional steel truss, and this structure construction is simple, steel using amount is low, and structural entity rigidity is big, joint behavior good, and is convenient to apply prestressing force; 4, three kinds of steel pipe truss sections of Cai Yonging are convenient to factory normalization and are made, and on-site consolidation and setting up conveniently, especially build the especially big bridge of striding in area, valley, mountain area and have clear superiority; 5, the bridge construction performance that adopts three kinds of steel pipe truss sections to build is firm, and the arch bridge of this structure can adopt empty steel pipe sections in the vault zone, helps improving the stability of bridge construction, compare with the conventional steel concrete arch-type bridge, its simple structure, easy construction, concrete filling quality is good; 6, be applied in the external prestressing bridge construction systems such as cable stayed bridge, self-anchored suspension bridge, by making full use of the compressive property of concrete filled steel tube, thereby significantly reduce steel using amount.
Below by drawings and Examples, technical scheme of the present invention is described in further detail.
Description of drawings
Fig. 1 is the beam bridge structure schematic diagram of the present invention's first preferred implementation based on three kinds of linear pattern steel pipe truss sections.
Fig. 2 is the arch bridge structure schematic diagram of the present invention's second preferred implementation based on three kinds of arc line type steel pipe truss sections.
Fig. 3 is the steel pipe truss sections structural representation of P place, place after amplification that be connected among Fig. 1 or Fig. 2.
Fig. 4 is the steel pipe truss sections structural representation of Q place, place after amplification that be connected among Fig. 1 or Fig. 2.
Fig. 5 is the half-through arch bridge structural representation of the present invention's the 3rd preferred implementation based on three kinds of steel pipe truss sections.
Fig. 6 is the cable stayed bridge structural representation of the present invention's the 3rd preferred implementation based on three kinds of steel pipe truss sections.
Fig. 7 is the suspension bridge structural representation of the present invention's the 3rd preferred implementation based on three kinds of steel pipe truss sections.
Fig. 8 is the eight Pin beam bridge vertical structure schematic diagrames that the present invention is based on three kinds of steel pipe truss sections.
Description of reference numerals:
The 1-upper chord; The 2-lower chord; The 3-web member;
The 4-flange; The 5-tranverse connecting rod; The 6-bearing;
The 7-abutment; The 8-bridge pier; The 9-main arch;
The 10-column; The 11-suspension rod; The 12-girder;
The 13-cable; The 14-pylon; The 15-anchorage;
The 16-bridge floor; The 17-ground; The 18-bolt.
The specific embodiment
First preferred implementation, as shown in Figure 1, during described beam bridge based on three kinds of linear pattern steel pipe truss sections was built, at first the substructure of bridge was built in construction, promptly is used to support 3 bearings 6 of bridge superstructure; Secondly the superstructure of bridge is built in construction, comprise load-carrying members and bridge floor 16, the multistage truss sections of the prefabricated composition bridge bearing structure of elder generation is erected at it on substructure more successively and connection is assemblied to form the bridge bearing structure, finally lays bridge floor 16 and finishes whole bridge construction construction.The upper chord 1 of its truss sections is integrally welded by web member 3 with lower chord 2, and the three is rectangular steel pipe.Before the multistage steel pipe truss sections of the described load-carrying members of prefabricated composition, should at first analyze the stressing conditions of each truss sections present position in whole bridge bearing structure, according to force analysis multistage steel pipe truss sections is divided into three types, the truss sections that promptly upper chord 1 and lower chord 2 all is not stressed or is stressed less adopts all empty steel pipe truss sections of fill concrete not of upper chord 1 and lower chord 2, upper chord 1 or lower chord 2 are subjected to the truss sections employing upper chord 1 of big pressure or the steel pipe truss sections of lower chord 2 independent fill concretes separately, all are subjected to the truss sections of big pressure to adopt the steel pipe truss sections of upper chord 1 and lower chord 2 whole fill concretes for upper chord 1 and lower chord 2; After prefabricated the finishing, according to stressing conditions that prefabricated multistage steel pipe truss sections is fixedly connected and be assemblied to form the load-carrying members of bridge in factory or site operation process.
In the load-carrying members of whole beam bridge shown in Figure 1, the each several part stressing conditions is that upper chord 1 is subjected to big pressure or lower chord 2 to be subjected to big pressure separately separately, thereby only merely select one type steel pipe truss sections, be the steel pipe truss sections of pressurized upper chord 1 or lower chord 2 independent fill concretes, web member 3 is empty steel pipe.In conjunction with Fig. 3, Fig. 4, staggered fill concrete in adjacent steel pipe truss sections upper chord 1 or lower chord 2, afterwards prefabricated multistage steel pipe truss sections being connected and composed whole trussed construction with flange 4 is load-carrying members, finally be erected on three bearings 6 of beam bridge two ends and center, finally on whole load-carrying members, lay bridge floor 16 again and finish follow-up work and get final product.The beam bridge that this kind mode is assembled into can guarantee good bearing performance, and manufacturing process is simple, material-saving saves time.
Second preferred implementation, as shown in Figure 2, same first preferred implementation of described arch bridge build process based on three kinds of arc line type steel pipe truss sections, the load-carrying members of its bridge are that the main arch part also is assembled according to the bridge construction stressing conditions is corresponding by three types of prefabricated steel pipe truss sections of multistage, wherein the steel pipe truss sections is made up of upper chord 1, lower chord 2 and web member 3, and integrally welded and three is rectangular steel pipe by web member 3 for its upper chord 1 and lower chord 2.Arch bridge is compared with beam bridge, and it not only will bear the load of vertical direction, but also will bear the power of horizontal direction.
At first, analyze the stressing conditions of each truss sections present position in whole bridge bearing structure, according to force analysis multistage steel pipe truss sections is divided into three types, the truss sections that promptly upper chord 1 and lower chord 2 all is not stressed or is stressed less adopts all empty steel pipe truss sections of fill concrete not of upper chord 1 and lower chord 2, upper chord 1 or lower chord 2 are subjected to the truss sections employing upper chord 1 of big pressure or the steel pipe truss sections of lower chord 2 independent fill concretes separately, all are subjected to the truss sections of big pressure to adopt the steel pipe truss sections of upper chord 1 and lower chord 2 whole fill concretes for upper chord 1 and lower chord 2; After prefabricated the finishing, according to stressing conditions that prefabricated multistage steel pipe truss sections is fixedly connected and be assemblied to form the load-carrying members of bridge in factory or site operation process.In the construction of arch bridge, according to loading characteristic, the suffered pressure in its vault center is less, thereby this part is selected all empty steel pipe truss sections of fill concrete not of upper chord 1 and lower chord 2; From the vault center gradually outward the pressure of the upper chord 1 required bearing load of each steel pipe truss sections increase gradually, thereby select the steel pipe truss sections of upper chord 1 independent fill concrete; And,, thereby select the steel pipe truss sections of upper chord 1 and lower chord 2 whole fill concretes because its lower chord 2 required pressure that bear that influence of bottom support effect etc. also increase gradually the closer to main arch bottom, web member 3 is the sky steel pipe.In conjunction with Fig. 3, Fig. 4, the steel pipe truss sections of three types of arc line types of prefabricated multistage is connected and composed whole trussed construction with flange 4, and adopt bolt 18 fixed flanges 4, on whole trussed construction, spread bridge floor 16 afterwards again and finish follow-up work and get final product.
The 3rd preferred implementation, as shown in Figure 5, described half-through arch bridge based on three kinds of arc line type steel pipe truss sections is built with first, second preferred implementation, and at first the substructure of construction construction bridge is the abutment 7 and the bearing 6 thereof at two ends, the load-carrying members that build a bridge on abutment 7 again.The load-carrying members of this bridge are that main arch 9 also is assembled according to the bridge construction stressing conditions is corresponding by three types of prefabricated steel pipe truss sections of multistage, wherein the steel pipe truss sections is made up of upper chord 1, lower chord 2 and web member 3, and integrally welded and three is rectangular steel pipe by web member 3 for its upper chord 1 and lower chord 2.If only for people's walking, the required pressure dynamics of bearing of arch bridge is less, then can directly be layered on bridge floor 16 on the curved main arch 9.But the current arch bridge bridge floor 16 of the modern means of communication must keep certain glacing flatness, can not directly be layered on the main arch 9 of camber line shape.The support section of arch bridge not only will bear the pressure of vertical direction, also will bear the active force of horizontal direction.Therefore arch bridge to the requirement of abutment 7 and ground 17 than beam bridge height.And the part of half-through arch bridge bridge floor 16 is a part of below main arch 9 above main arch 9, bridge floor 16 false bearings is got up by column 10 or suspension rod 11.Wherein main arch 9 is erected on the abutment 7 at two ends, and the two ends of bridge floor 16 are separately fixed on two bearings 6.
In the construction of this half-through arch bridge, the part of arch bridge bridge floor 16 is above main arch 9, and this part bridge floor 16 is by being fastened on vertically supporting to column 10 on ground 17 and the main arch 9; Another part is below main arch 9, and this part bridge floor 16 is by being fastened on vertically supporting to suspension rod 11 on the main arch 9.Similarly, at first analyze the upper chord 1 of each steel pipe truss sections and the stressing conditions of lower chord 2 present positions, according to force analysis, main arch 9 is in the part of bridge floor 16 tops, the load pressure dynamics that bear the vault center is less, thereby selects all empty steel pipe truss sections of fill concrete not of upper chord 1 and lower chord 2; From the center, top gradually outward, near the part of bridge floor 16, upper chord 1 increases by the pressure that suspension rod 11 need bear gradually with lower chord 2, thereby needs to adopt the steel pipe truss sections of upper chord 1 and lower chord 2 whole fill concretes, web member 3 is the sky steel pipe.Be in the part of bridge floor 16 belows for main arch 9, its upper chord 1 all need bear very big pressure with lower chord 2 by column 10, thereby selects the steel pipe truss sections of upper chord 1 and lower chord 2 whole fill concretes, and web member 3 is the sky steel pipe.In conjunction with Fig. 3, Fig. 4, the steel pipe truss sections of three types of arc line types of prefabricated multistage is connected and composed whole main arch 9 trussed constructions with flange 4, and adopt bolt 18 fixed flanges 4, re-lay bridge floor 19 and finish follow-up work and get final product.
The 4th preferred implementation, as shown in Figure 6, described cable stayed bridge build process based on three kinds of linear pattern steel pipe truss sections is with above-mentioned three preferred implementations, at first the substructure of bridge is built in construction, comprise fixedly two bridge piers 8 of girder 12 and two bearings 6 that are positioned at two ends, the load-carrying members of on substructure, setting up the fixed bridge beam afterwards.The load-carrying members of its bridge are that girder 12 also is assembled according to the bridge construction stressing conditions is corresponding by three types of prefabricated steel pipe truss sections of multistage, wherein the steel pipe truss sections is made up of upper chord 1, lower chord 2 and web member 3, and integrally welded and three is rectangular steel pipe by web member 3 for its upper chord 1 and lower chord 2.
In the construction of this cable stayed bridge, its load-carrying members two ends are erected on two bearings 6 that are fixed on the ground 17, mid portion is fixed on vertically supporting to bridge pier 8 on the ground 17 by two, relative two bridge piers 8 are set with two vertical pylons 14 above supporting part is girder 12, are that symmetry is connected several cables 13 is set between the girder 12 two pylon 14 both sides with supporting part respectively simultaneously.Similarly, at first analyze the upper chord 1 of each steel pipe truss sections and the stressing conditions of lower chord 2 present positions, according to force analysis, its load-carrying members are in each steel pipe truss sections of girder 12, its upper chord 1 all need bear the big horizontal pressure force from upper load, thereby equal fill concrete in the upper chord 1 of its all steel pipe truss sections.Specifically, in the part near pylon 14, upper chord 1 and lower chord 2 need bear the horizontal pressure force from cable 13 simultaneously, thereby this part adopts the steel pipe truss sections of upper chord 1 and lower chord 2 whole fill concretes; For supporting part is the mid portion and the two end portions of girder 12, and upper chord 1 need bear bigger load pressure, and the pressure that lower chord 2 bears is less, thereby selects the steel pipe truss sections of upper chord 1 independent fill concrete.For pylon 14 parts, according to force analysis, its upper chord 1 of part near girder 12 all need bear from cable 13 and the very big vertical pressure of pylon 14 deadweights with lower chord 2, thereby selects the steel pipe truss sections of upper chord 1 and lower chord 2 whole fill concretes; For pylon 14 upper parts, because upper chord 1 bears from the vertical pressure of cable 13 and pylon 14 deadweights less with lower chord 2, thereby select all empty steel pipe truss sections of fill concrete not of upper chord 1 and lower chord 2, and the web member 3 of each steel pipe truss sections is the sky steel pipe.In conjunction with Fig. 3, Fig. 4, the steel pipe truss sections of three types of arc line types of prefabricated multistage is connected and composed whole girder 12 trussed constructions with flange 4, and adopt bolt 18 fixed flanges 4, re-lay bridge floor 16 and finish follow-up work and get final product.
The 5th preferred implementation, as shown in Figure 7, described suspension bridge build process based on three kinds of linear pattern steel pipe truss sections is with above-mentioned four kinds of preferred implementations, at first the substructure of bridge is built in construction, comprise fixedly two bridge piers 8 of girder 12 and two bearings 6 that are positioned at two ends, the load-carrying members of on substructure, setting up the fixed bridge beam afterwards.The load-carrying members of its bridge are that girder 12 also is assembled according to the bridge construction stressing conditions is corresponding by three types of prefabricated steel pipe truss sections of multistage, wherein the steel pipe truss sections is made up of upper chord 1, lower chord 2 and web member 3, and integrally welded and three is rectangular steel pipe by web member 3 for its upper chord 1 and lower chord 2.
The construction of this suspension bridge is identical substantially with cable stayed bridge, its supporting part two ends are erected on two bearings 6 that are fixed on the ground 17, mid portion is fixed on vertically supporting to bridge pier 8 on the ground 17 by two, and relative two bridge piers 8 are set with two vertical pylons 14 above supporting part is girder 12.Simultaneously between two pylon 14 tops, set up a cables 13, outwards draw a cables 13 in addition from the top of each pylon 14 and be anchored on the anchorage 15 at girder 12 two ends.So just, above whole girder 12, set up cable 13, between cable 13 and girder 12, evenly be fixedly connected with many suspension rods 11 simultaneously.
Similarly, at first analyze the upper chord 1 of each steel pipe truss sections and the stressing conditions of lower chord 2 present positions, according to force analysis, its load-carrying members are in each steel pipe truss sections of girder 12, its upper chord 1 all need bear the big horizontal pressure force from upper load, thereby all needs fill concrete in the upper chord 1 of its all steel pipe truss sections.Specifically, for part near pylon 14, the lower chord of its each steel pipe truss sections need bear the very big pressure of level, be that upper chord 1 all need bear very big pressure simultaneously with lower chord 2 in this part, thereby this part adopt the steel pipe truss sections of upper chord 1 and lower chord 2 whole fill concretes; For supporting part is the mid portion and the two end portions of girder 12, the active force that need bear is less comparatively speaking, just upper chord 1 need bear bigger pressure, and the pressure that lower chord 2 bears is less, thereby selects the steel pipe truss sections of upper chord 1 independent fill concrete.For pylon 14 parts, its upper chord 1 of the part of close girder 12 all need bear from cable 13 and the very big vertical pressure of pylon deadweight by suspension rod 11 with lower chord 2, thereby selects the steel pipe truss sections of upper chord 1 and lower chord 2 whole fill concretes; For pylon 14 upper parts, because upper chord 1 bears from the vertical pressure of cable 13 and pylon deadweight less with lower chord 2 by suspension rod 11, thereby select all empty steel pipe truss sections of fill concrete not of upper chord 1 and lower chord 2, and the web member 3 of each steel pipe truss sections is the sky steel pipe.In conjunction with Fig. 3, Fig. 4, the steel pipe truss sections of three types of arc line types of prefabricated multistage is connected and composed whole girder 12 trussed constructions with flange 4, and adopt bolt 18 fixed flanges 4, re-lay bridge floor 16 and finish follow-up work and get final product.
To sum up in five kinds of preferred implementations of the present invention, no matter be arch bridge, cable stayed bridge, or suspension bridge, all can be built into two Pin, three Pin or many Pin according to actual needs, to increase the steadiness of institute's bridge construction beam, increase the ability to bear of bridge.As shown in Figure 8, described eight Pin beam bridges are configured to whole trussed construction by four combination Pin, connect by tranverse connecting rod 5 between each truss structure structure of each combination Pin frame, by between the upper chord 1 of tranverse connecting rod 5 with each steel pipe truss sections, be connected and fixed between the lower chord 2.Finally on whole trussed construction, lay bridge floor 16 and finish follow-up work and get final product.
The above; it only is preferred embodiment of the present invention; be not that the present invention is imposed any restrictions, everyly any simple modification that above embodiment did, change and equivalent structure changed, all still belong in the protection domain of technical solution of the present invention according to the technology of the present invention essence.
Claims (7)
1. the assembling bridge build process based on three kinds of steel pipe truss sections is at first constructed and is built the substructure of bridge, comprises abutment (7), the bridge pier (8) that is used to support bridge superstructure and is used to carry the two basis of pressure transmission power down; Secondly the superstructure of bridge is built in construction, comprise load-carrying members and bridge floor (16), the multistage truss sections of the prefabricated composition bridge bearing structure of elder generation, again it is erected at successively on the substructure and connects and be assemblied to form the bridge bearing structure, final laying bridge floor (16) is finished the construction construction of whole bridge, the upper chord of its truss sections (1) is connected to one by web member (3) with lower chord (2), it is characterized in that: before the multistage steel pipe truss sections of the described load-carrying members of prefabricated composition, should at first analyze the stressing conditions of each truss sections present position in whole bridge bearing structure, according to force analysis multistage steel pipe truss sections is divided into three types, the truss sections that promptly upper chord (1) and lower chord (2) all is not stressed or all is stressed less adopts all empty steel pipe truss sections of fill concrete not of upper chord (1) and lower chord (2), be subjected to the truss sections of big pressure to adopt the upper chord (1) of pressurized or the steel pipe truss sections of the independent fill concrete of lower chord (2) separately to upper chord (1) or lower chord (2), all be subjected to the truss sections of big pressure to adopt all steel pipe truss sections of fill concretes of upper chord (1) and lower chord (2) for upper chord (1) and lower chord (2); After prefabricated the finishing, according to stressing conditions that prefabricated multistage steel pipe truss sections is fixedly connected and be assemblied to form the load-carrying members that whole trussed construction is a bridge in factory or job site.
2. according to the described assembling bridge build process of claim 1 based on three kinds of steel pipe truss sections, it is characterized in that: the upper chord (1) of described three types steel pipe truss sections is integrally welded by web member (3) with lower chord (2), and web member (3) is empty steel pipe.
3. according to claim 1 or 2 described assembling bridge build process based on three kinds of steel pipe truss sections, it is characterized in that: described upper chord (1), lower chord (2) are rectangle, square or round steel pipe with web member (3).
4. according to claim 1 or 2 described assembling bridge build process, it is characterized in that: connect and compose whole trussed construction with flange (4) or welding manner between the described three types steel pipe truss sections based on three kinds of steel pipe truss sections.
5. according to claim 1 or 2 described assembling bridge build process based on three kinds of steel pipe truss sections, it is characterized in that: the trussed construction that described three types of steel pipe truss sections are formed is two Pin, three Pin or many Pin, connects by tranverse connecting rod (5) between each truss structure structure.
6. according to the described assembling bridge build process of claim 5 based on three kinds of steel pipe truss sections, it is characterized in that: per two truss structure structure tranverse connecting rods (5) that described three types of steel pipe truss sections are formed are formed a combination Pin frame, are configured to whole trussed construction by one, two or more combination Pin.
7. according to claim 1 or 2 described assembling bridge build process based on three kinds of steel pipe truss sections, it is characterized in that: described three kinds of steel pipe truss sections are whole to be rectilinear form or arc shape.
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| CN101967793A (en) * | 2010-10-28 | 2011-02-09 | 南京工业大学 | Quick-spliced sectional type composite material truss bridge |
| CN102409603A (en) * | 2011-07-29 | 2012-04-11 | 中铁大桥勘测设计院有限公司 | Double-layer steel-truss concrete laminated arch structure and construction method thereof |
| CN102418315A (en) * | 2011-09-30 | 2012-04-18 | 长沙理工大学 | Construction method for concrete-filled steel tube arched bridge with large low-buckle tower erection bridge width |
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| CN109972491A (en) * | 2019-04-30 | 2019-07-05 | 泉州理工职业学院 | A kind of method of construction of arch bridge structure and arch bridge |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101967793A (en) * | 2010-10-28 | 2011-02-09 | 南京工业大学 | Quick-spliced sectional type composite material truss bridge |
| CN102409603A (en) * | 2011-07-29 | 2012-04-11 | 中铁大桥勘测设计院有限公司 | Double-layer steel-truss concrete laminated arch structure and construction method thereof |
| CN102418315A (en) * | 2011-09-30 | 2012-04-18 | 长沙理工大学 | Construction method for concrete-filled steel tube arched bridge with large low-buckle tower erection bridge width |
| CN105568840A (en) * | 2014-10-17 | 2016-05-11 | 任丘市永基建筑安装工程有限公司 | Application of steel bow bridge in municipal road |
| CN105625175A (en) * | 2014-10-27 | 2016-06-01 | 任丘市永基建筑安装工程有限公司 | Steel arch bridge service life guarantee technology |
| CN104562936A (en) * | 2014-12-08 | 2015-04-29 | 中铁六局集团有限公司 | Construction method for continuous tie bar steel tube arch bridge |
| CN105862593A (en) * | 2015-01-20 | 2016-08-17 | 任丘市永基建筑安装工程有限公司 | Rapid construction method of steel arch bridge |
| CN105926462A (en) * | 2016-06-20 | 2016-09-07 | 中山市公路钢结构制造有限公司 | Split type steel-framed bridge erection method |
| CN105926462B (en) * | 2016-06-20 | 2018-02-13 | 中山市公路钢结构制造有限公司 | A kind of erection method of split type level bridges |
| CN107542032A (en) * | 2017-04-25 | 2018-01-05 | 江苏沪宁钢机股份有限公司 | A kind of safety-type bolt steel girder bridge and its construction technology |
| CN109056496A (en) * | 2018-09-13 | 2018-12-21 | 中铁第四勘察设计院集团有限公司 | A kind of super-span steel truss continuous bridge having initial curvature and construction method |
| CN109056496B (en) * | 2018-09-13 | 2023-12-15 | 中铁第四勘察设计院集团有限公司 | Ultra-large span steel truss continuous beam bridge with initial curvature and construction method |
| CN109972491A (en) * | 2019-04-30 | 2019-07-05 | 泉州理工职业学院 | A kind of method of construction of arch bridge structure and arch bridge |
| CN111364362A (en) * | 2020-03-16 | 2020-07-03 | 长安大学 | Bridge construction process adopting all-welded integral node steel pipe truss chord member prefabricated unit |
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| CN100585082C (en) | 2010-01-27 |
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