CN107476180B - Discharge steel-concrete composite continuous bridge of bridge guidance tape tensile stress - Google Patents
Discharge steel-concrete composite continuous bridge of bridge guidance tape tensile stress Download PDFInfo
- Publication number
- CN107476180B CN107476180B CN201710677635.9A CN201710677635A CN107476180B CN 107476180 B CN107476180 B CN 107476180B CN 201710677635 A CN201710677635 A CN 201710677635A CN 107476180 B CN107476180 B CN 107476180B
- Authority
- CN
- China
- Prior art keywords
- guidance tape
- bridge
- concrete
- steel
- bridge guidance
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 114
- 239000010959 steel Substances 0.000 claims abstract description 114
- 238000007599 discharging Methods 0.000 claims abstract description 4
- 238000003466 welding Methods 0.000 claims description 10
- 210000001364 upper extremity Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 13
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 3
- 230000002159 abnormal effect Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000005336 cracking Methods 0.000 description 3
- 238000007665 sagging Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 230000007704 transition Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 201000010099 disease Diseases 0.000 description 2
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000035772 mutation Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D1/00—Bridges in general
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of steel-concrete composite continuous bridges for discharging bridge guidance tape tensile stress, including girder steel and the concrete bridge guidance tape being fixed on girder steel, the setting above the intermediate pier for corresponding to continuous bridge of concrete bridge guidance tape extends transversely through breaking joint, and make between concrete bridge guidance tape and girder steel this extend transversely through breaking joint two sides partial section have it is opposite can longitudinal extension deformation；The unloading of tensile stress caused by high hogging moment is transferred to girder steel by the present invention, is avoided concrete bridge guidance tape tension, is optimized the stress of entire steel-concrete composite beams, can play the performance advantage of steel and concrete；The vertical load of bridge guidance tape is directly passed to girder steel, and ensure that bridge guidance tape will not occur abnormal vertical deformation, and bridge guidance tape is effectively relieved and neutralizes fatigue problem from the stress collection for being fixed to the boundary connection partial zones separated with girder steel, greatly simplify bridge road plate structure and construction technology, improve the stress performance of bridge entirety, to extend its service life, construction and maintenance cost are reduced.
Description
Technical field
The invention belongs to science of bridge building apparatus field, in particular to a kind of steel for discharging bridge guidance tape tensile stress-concrete combination connects
Continuous beam bridge.
Background technique
Steel-concrete composite continuous beam has driving smooth, and service performance is good, with material economy, is convenient for batch production, standard
Change the number of advantages such as construction.The common form of construction work of existing steel-concrete composite continuous beam be installation girder steel on bridge pier just
Position, hoisting prefabricated concrete bridge guidance tape is in place on girder steel, and cast-in-place combination concrete forms steel-concrete composite beam bridge, then by opening
Deformed bar is drawn to apply compressive pre-stress to negative moment area concrete bridge guidance tape.
" the steel-concrete composite beams bridge and its build that the continuous prefabricated-pushing tow in segment is coupled afterwards in place that the present inventor applies early period
Make method " (application number of invention patent: 201611148449.8), more conventional assembled steel-concrete composite beam bridge construction avoids
The trouble of Over-size transport lifting and cast-in-place combination concrete construction, but have how to overcome negative moment area bridge road board concrete
Because the effect of shrinkage and creep, vehicle and temperature load leads to the problem of excessive tensile stress.Normal practice is to form steel-concrete combination
After beam bridge, compressive pre-stress is applied to negative moment area concrete bridge guidance tape by prestressed reinforcement of tensioning.It must so undergo
Preserved pipeline in bridge guidance tape penetrates prestressed strand, and stretch-draw prestressing force beam is implemented to anchor to tonnage is set, to deformed bar,
Be in the milk to prestress pipe, last part pours a series of cumbersome techniques such as sealing off and covering anchorage concrete, the construction of bridge guidance tape because
This becomes sufficiently complex, and engineering practice shows in hyperstatic steel-concrete composite continuous beam, to negative moment area coagulation
The effect that native bridge guidance tape locally applies prestressing force crack is avoided to generate is usually difficult up to desired level.
Therefore, it is necessary to being improved in existing steel-concrete composite continuous bridge structure, can give full play to steel and
The strength advantage of concrete avoids concrete in tension cracking disease, simplifies bridge road plate structure and construction technology, it is whole to improve bridge
Stress performance reduce construction and maintenance cost to extend its service life.
Summary of the invention
In view of this, the object of the present invention is to provide a kind of steel-concrete composite continuous bridge for discharging bridge guidance tape tensile stress, energy
The strength advantage for enough giving full play to steel and concrete avoids concrete in tension cracking disease, simplifies bridge road plate structure and apply
Work technique, improves the stress performance of bridge entirety, to extend its service life, reduces construction and maintenance cost.
Steel-concrete composite continuous bridge of release bridge guidance tape tensile stress of the invention, including girder steel and is fixed on girder steel
Concrete bridge guidance tape, concrete bridge guidance tape setting above the intermediate pier for corresponding to continuous bridge extend transversely through breaking joint, and the road Shi Tongqiao
Between plate and girder steel this extend transversely through breaking joint two sides partial section have it is opposite can longitudinal extension deformation.
Further, the concrete bridge guidance tape is the plank frame of lower bands longitudinal direction floor, longitudinal floor of the concrete bridge guidance tape
Two sides respectively by being fixedly installed vertical steel plate, it is described extend transversely through breaking joint be located at continuous bridge intermediate pier top and pass through
Wear the concrete bridge guidance tape cross section including vertical steel plate；High negative moment area in intermediate pier two sides, the concrete bridge guidance tape are logical
Cross the upper flange that vertical steel plate is connected to girder steel by I vertical spacing of connection bolt, the connection bolt I and vertical steel plate or/and
There is longitudinal surplus, so that can longitudinal extension deformation with opposite between concrete bridge guidance tape and girder steel between the upper flange of girder steel；
Span centre section in addition to the high negative moment area except intermediate pier two sides, the concrete bridge guidance tape are fixedly welded on by vertical steel plate
The upper flange of girder steel.
Further, from can longitudinal extension deformation jointing be transitioned into the partial section of section be welded and fixed, the concrete
Connection is fastened and fixed by high-strength connection bolt II between the vertical steel plate of bridge guidance tape and the upper flange of girder steel.
Further, can longitudinal extension deformation jointing and from can longitudinal extension deformation jointing be transitioned into welding
The partial section of fixing section, the vertical steel plate strip have the lower flange extended laterally outward to form L-shaped structure, the road Tong Qiao
It is connected by lower flange by I vertical spacing of connection bolt between plate and the upper flange of girder steel；From can longitudinal extension deformation connection
Section is transitioned into the partial section that section is welded and fixed, and the vertical steel plate of the concrete bridge guidance tape passes through the upper limb of lower flange and girder steel
Connection is fastened and fixed by high-strength connection bolt II between plate.
Further, the upper flange of the lower flange of the vertical steel plate or/and girder steel is with the bolt hole for connecting the cooperation of bolt I
Longitudinal strip-shaped hole, so that having more than longitudinal direction between connection bolt I and the vertical lower flange of steel plate or/and the upper flange of girder steel
Amount.
Further, the vertical steel plate passes through the vertical side of the pre-buried longitudinal floor for being fixed on concrete bridge guidance tape of WELDING STUDS.
Further, from can longitudinal extension deformation jointing be transitioned into the partial section of section be welded and fixed, the company
Connecting bolt II longitudinally arranged at least two.
The beneficial effects of the present invention are: the steel of release bridge guidance tape tensile stress of the invention-concrete composite continuous bridge construction,
The free extension for extending transversely through breaking joint and partial section being allowed to have opposite girder steel is arranged in bridge guidance tape above continuous bridge intermediate pier,
Tensile stress caused by high hogging moment is subjected to unloading by the concrete bridge guidance tape of steel-concrete composite beams and is transferred to girder steel, avoids mixing
Solidifying soil bridge guidance tape tension, optimizes the stress of entire steel-concrete composite beams, the performance that can play steel and concrete is excellent
Gesture；Concrete bridge guidance tape and girder steel from be fixed to can the transition partial section that deforms of longitudinal extension, pass through setting fastening bolt
Bridge guidance tape can be effectively relieved and neutralize fatigue problem from the stress collection for being fixed to the boundary connection partial zones separated with girder steel；To height
Negative moment area connects bolt by setting vertical spacing and strip-shaped hole, the vertical load of bridge guidance tape are directly passed to girder steel, both
Free extension of the bridge guidance tape with respect to girder steel longitudinal direction is met, also ensures that bridge guidance tape will not occur abnormal vertical deformation, greatly simplifies
The road Liao Qiao plate structure and construction technology improve the stress performance of bridge entirety, to extend its service life, and can be substantially reduced
Its construction cost.
Detailed description of the invention
The invention will be further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is enlarged drawing at Figure 1A；
Fig. 3 is Figure 1B-B to diagrammatic cross-section；
Fig. 4 is Fig. 1 C-C to diagrammatic cross-section.
Specific embodiment
Fig. 1 is the structural diagram of the present invention, and Fig. 2 is enlarged drawing at Figure 1A, and Fig. 3 is Figure 1B-B to diagrammatic cross-section, Fig. 4
It is Fig. 1 C-C to diagrammatic cross-section, as shown in the figure: steel-concrete composite continuous bridge of the release bridge guidance tape tensile stress of the present embodiment,
Including girder steel 2 and the concrete bridge guidance tape 1 being fixed on girder steel 2, the concrete bridge guidance tape 1 is on the intermediate pier 3 for corresponding to continuous bridge
Side's setting extends transversely through breaking joint 11, and makes to extend transversely through 11 two sides of breaking joint (along bridge at this between concrete bridge guidance tape 1 and girder steel 2
Longitudinal two sides) partial section have it is opposite can longitudinal extension deformation, i.e., vertical between the section concrete bridge guidance tape 1 and girder steel 2
It can slide in a certain range upwards, by tensile stress caused by high hogging moment by the concrete bridge guidance tape of steel-concrete composite beams
It carries out unloading and is transferred to girder steel, avoid concrete bridge guidance tape tension, optimize the stress of entire steel-concrete composite beams, Neng Goufa
Wave the performance advantage of steel and concrete；Intermediate pier refers to bridge in centre portion of the bridge other than end bay bridge pier
Pier, the beam section on intermediate pier are negative moment area；Prefabricated 1 later period of concrete bridge guidance tape is located in girder steel 2 and connects, in the road Tong Qiao
Plate position corresponding with intermediate pier, which is opened, extends transversely through breaking joint, so that the concrete bridge guidance tape of the high negative moment area of intermediate pier pier top is not held
Be directly transferred to girder steel by pulling force, and by pulling force, from distribution wave steel bear pulling force this advantage, guarantee entire bridge by
Power state.The transversal cross-section of entire concrete bridge guidance tape should be run through through slot, including concrete bridge guidance tape is arranged to be fixed on girder steel
Steel plate, the steel plate can be located at concrete bridge guidance tape bottommost, can also be located at concrete bridge guidance tape web two sides.
In the present embodiment, the concrete bridge guidance tape 1 is the plank frame of lower bands longitudinal direction floor 12, and cross section is T-shaped；It is described
12 two sides of longitudinal floor of concrete bridge guidance tape 1 are respectively by being fixedly installed vertical steel plate 8, as shown, the two of longitudinal floor 12
A transverse side is provided with vertical steel plate, belongs to symmetrical structure, is arranged to be connected to girder steel, details are not described herein；It is described
Extend transversely through breaking joint 11 be located at continuous bridge intermediate pier 3 top and through the cross of concrete bridge guidance tape 1 including vertical steel plate 8 including
Section；High negative moment area in 3 two sides of intermediate pier, the concrete bridge guidance tape 1 are vertically limited by vertical steel plate 8 by connection bolt I 6
Position is connected to the upper flange 21 of girder steel 2, i.e., the described girder steel 2 is I-beam, and the concrete bridge guidance tape 1 is located at the upper flange of I-beam 2
21 upper surfaces have longitudinal surplus, so that concrete between the connection bolt I 6 and vertical steel plate or/and the upper flange 21 of girder steel 2
It can longitudinal extension deformation with opposite between bridge guidance tape and girder steel；In addition to the high negative moment area of 3 two sides of intermediate pier
Span centre section, the concrete bridge guidance tape 1 are fixedly welded on the upper flange 21 of girder steel 2 by vertical steel plate 8.
The vertical steel plate 8 generally by WELDING STUDS or pre-buried the realizations fixation of other shear connectors, it is described extend transversely through it is disconnected
Seam 11 is located at high negative moment area, and high negative moment area is located in negative moment area a, belongs to negative moment area and acted on by hogging moment
Biggish partial section, high negative moment area refers to that concrete receives the effect of the tensile stress that the hogging moment produces may
Cracking, and in addition to remaining section of high negative moment area in negative moment area, concrete bridge guidance tape is being born produced by hogging moment
Pulling force when be unlikely to crack, detection acquisition can be carried out according to different bridges in engineering practice；High hogging moment area section concrete structure
It makes and bears pulling force greatly and concentrate the most, open extend transversely through breaking joint conducive to concrete bridge guidance tape pulling force is eliminated from source herein；It is negative in height
Span centre section other than moment of flexure section, it is described including the negative moment area and sagging moment section b other than high negative moment area
Concrete bridge guidance tape 1 is fixed on girder steel 1 (the general fixed form using welding) by vertical steel plate 8；Certainly, it is incited somebody to action in connection bolt I 6
Vertical spacing connects between concrete bridge guidance tape 1 and girder steel 2, and connection side should not have loosening upwards (upper and lower)；This structure is bearing to bear
During moment of flexure, breaking joint 11 is extended transversely through since concrete bridge guidance tape 1 has, girder steel 2 can occur when bearing and shifting the hogging moment come
Deformation, then can generate longitudinally opposite displacement between concrete bridge guidance tape 1, and there is the connection bolt I 6 of longitudinal surplus to adapt to the longitudinal direction
Displacement is further conducive to play material load advantage to guarantee defining for stress.
In the present embodiment, (between concrete bridge guidance tape 1 and girder steel 2) from can longitudinal extension deformation jointing be transitioned into welding
The partial section of fixing section passes through high-strength connection bolt between the vertical steel plate of the concrete bridge guidance tape and the upper flange of girder steel
II is fastened and fixed connection.For the connection type of aforementioned connection bolt I, be conducive to preferable transfer pulling force, and in addition to height bear it is curved
Other than square section span centre section (including other than high negative moment area negative moment area and sagging moment section a) due to concrete
Connecting structure between bridge guidance tape 1 and girder steel 2 is conducive to pulling force and pressure caused by the section, then is then that welding is solid in the section
Fixed connection (concrete bridge guidance tape is directly welded on girder steel by general use by the shearing steel plate of bottom), therefore, having longitudinally to stretch
Compression deformation jointing, which is transitioned into, to be welded and fixed the partial section of section and then mutates, and is easy to generate stress collection and is neutralized fatigue,
It is this to be mutated the optimization for being unfavorable for the whole stress of bridge；Connection bolt II 7 is fastened and fixed connection and refers to connection bolt
II and the surpluses of all directions is not present, directly by being fastenedly connected；It is welded since the bonding strength of connection bolt II 7 is generally less than
It connects, but due to there is no activity surplus, then forms intensity and be higher than being fixedly connected for connection bolt I 6；By can produce straight skidding to
Connection bolt II is fastened and fixed arrives welding structure again, and the gentle variation of intensity avoids being mutated conducive to the load transition of entire bridge
Caused stress collection neutralizes the destruction that fatigue is formed.
In the present embodiment, can longitudinal extension deformation jointing (the high negative moment area in intermediate pier two sides) and from
Can longitudinal extension deformation jointing be transitioned into the partial section that section is welded and fixed, the vertical steel plate 8 is with laterally outward
The lower flange 5 of extension forms L-shaped structure, by lower flange 5 by connecting between the concrete bridge guidance tape 1 and the upper flange 21 of girder steel 2
The connection of I 6 vertical spacing of bolt；From can longitudinal extension deformation jointing be transitioned into the partial section of section be welded and fixed, institute
The vertical steel plate for stating concrete bridge guidance tape is solid by being fastened between lower flange 5 and the upper flange 21 of girder steel by high-strength connection bolt II 7
Fixed connection；As shown, lower flange 5 can be integrally formed in negative moment area a and shearing steel plate 8, the welding in later period can also be passed through
It is formed；It is in 90 ° of angles between lower flange 5 and shearing steel plate 8, is similar to steel angle structure.
In the present embodiment, the lower flange 5 of the vertical steel plate or/and the upper flange 21 of girder steel 2 cooperate with bolt I 6 is connect
Bolt hole be longitudinal strip-shaped hole be strip-shaped hole, in the present embodiment, lower flange 5 and the bolt hole 51 for connecting bolt I 6 and cooperating
Bolt hole for strip-shaped hole, and girder steel 2 can not be strip-shaped hole, be easy to in-situ precast processing.So that connection bolt I and vertical steel plate
Lower flange or/and girder steel upper flange between there is longitudinal surplus.
In the present embodiment, the vertical steel plate 8 passes through the perpendicular of the pre-buried longitudinal floor 11 for being fixed on concrete bridge guidance tape 1 of WELDING STUDS
It is respectively provided with to the side of side, left and right two, details are not described herein.
In the present embodiment, from can longitudinal extension deformation jointing be transitioned into the partial section of section be welded and fixed, institute
State connection bolt II longitudinally arranged at least two；Further alleviate the mutation between positive hogging moment transition region, reduces moment of flexure and produced
Raw pressure mutation, guarantees good stress；It connects bolt II and generally uses high-strength bolt, to guarantee that connection is strong
Degree；In actual use, connection bolt I 6 is longitudinally arranged multiple；It certainly, can also (sagging moment section b) be close to negative in span centre region
The regional area of moment of flexure section a is fastened and fixed by connecting bolt II, can also realize the purpose of the present invention.
Finally, it is stated that the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although referring to compared with
Good embodiment describes the invention in detail, those skilled in the art should understand that, it can be to skill of the invention
Art scheme is modified or replaced equivalently, and without departing from the objective and range of technical solution of the present invention, should all be covered at this
In the scope of the claims of invention.
Claims (5)
1. a kind of steel-concrete composite continuous bridge for discharging bridge guidance tape tensile stress, it is characterised in that: including girder steel and be fixed on girder steel
On concrete bridge guidance tape, concrete bridge guidance tape setting above the intermediate pier for corresponding to continuous bridge extends transversely through breaking joint, and makes concrete
Between bridge guidance tape and girder steel this extend transversely through breaking joint two sides partial section have it is opposite can longitudinal extension deformation；
The concrete bridge guidance tape is the plank frame of lower bands longitudinal direction floor, and longitudinal floor two sides of the concrete bridge guidance tape pass through respectively
Be fixedly installed vertical steel plate, it is described extend transversely through breaking joint be located at continuous bridge intermediate pier top and through including vertical steel
Concrete bridge guidance tape cross section including plate；High negative moment area in intermediate pier two sides, the concrete bridge guidance tape by vertical steel plate by
Connection I vertical spacing of bolt is connected to the upper flange of girder steel, the upper flange of the connection bolt I and vertical steel plate or/and girder steel
Between there is longitudinal surplus so that can longitudinal extension deformation with opposite between concrete bridge guidance tape and girder steel；Removing intermediate pier two
Span centre section other than the high negative moment area of side, the concrete bridge guidance tape are fixedly welded on the upper limb of girder steel by vertical steel plate
Plate；
From can longitudinal extension deformation jointing be transitioned into the partial section of section be welded and fixed, the concrete bridge guidance tape it is vertical
Connection is fastened and fixed by high-strength connection bolt II between steel plate and the upper flange of girder steel.
2. steel-concrete composite continuous bridge of release bridge guidance tape tensile stress according to claim 1, it is characterised in that: can
Longitudinal extension deformation jointing and from can longitudinal extension deformation jointing be transitioned into the partial section of section be welded and fixed,
The vertical steel plate strip has the lower flange extended laterally outward to form L-shaped structure, the upper flange of the concrete bridge guidance tape and girder steel it
Between by lower flange by I vertical spacing of connection bolt connect；From can longitudinal extension deformation jointing be transitioned into and be welded and fixed
The vertical steel plate of the partial section of section, the concrete bridge guidance tape passes through between lower flange and the upper flange of girder steel by high-strength connection
Bolt II is fastened and fixed connection.
3. steel-concrete composite continuous bridge of release bridge guidance tape tensile stress according to claim 2, it is characterised in that: described
Vertically the upper flange of the lower flange of steel plate or/and girder steel is longitudinal strip-shaped hole with the bolt hole for connecting the cooperation of bolt I, so that even
There is longitudinal surplus between connecting bolt I and the vertical lower flange of steel plate or/and the upper flange of girder steel.
4. steel-concrete composite continuous bridge of release bridge guidance tape tensile stress according to claim 1, it is characterised in that: described
Vertical steel plate passes through the vertical side of the pre-buried longitudinal floor for being fixed on concrete bridge guidance tape of WELDING STUDS.
5. it is according to claim 3 release bridge guidance tape tensile stress steel-concrete composite continuous bridge, it is characterised in that: from
Can longitudinal extension deformation jointing be transitioned into the partial section that section is welded and fixed, the connection bolt II is longitudinally arranged extremely
It is two few.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710677635.9A CN107476180B (en) | 2017-08-09 | 2017-08-09 | Discharge steel-concrete composite continuous bridge of bridge guidance tape tensile stress |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710677635.9A CN107476180B (en) | 2017-08-09 | 2017-08-09 | Discharge steel-concrete composite continuous bridge of bridge guidance tape tensile stress |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107476180A CN107476180A (en) | 2017-12-15 |
| CN107476180B true CN107476180B (en) | 2019-09-10 |
Family
ID=60600051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710677635.9A Expired - Fee Related CN107476180B (en) | 2017-08-09 | 2017-08-09 | Discharge steel-concrete composite continuous bridge of bridge guidance tape tensile stress |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107476180B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938493A (en) * | 2017-12-28 | 2018-04-20 | 贵州大学 | A kind of novel fabricated combination beam |
| CN108643449A (en) * | 2018-04-18 | 2018-10-12 | 浙江交通职业技术学院 | A kind of detachably prefabricated assembled Steel-concrete Combined Beam Structures and manufacture craft |
| CN115125835B (en) * | 2022-06-22 | 2023-06-27 | 保利长大工程有限公司 | Prefabricated bridge deck structure of steel plate composite beam |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0350139A2 (en) * | 1983-11-07 | 1990-01-10 | Harumoto Iron Works Co., Ltd. | A method for forming a composite structural member |
| JPH11222817A (en) * | 1998-02-06 | 1999-08-17 | Nippon Steel Corp | Continuous composite bridge |
| CN102086629A (en) * | 2010-12-10 | 2011-06-08 | 清华大学 | Longitudinally slidable steel-concrete anti-lifting connecting member and construction method thereof |
| CN102505624A (en) * | 2011-10-17 | 2012-06-20 | 武汉理工大学 | Anti-cracking steel-concrete combined continuous girder bridge of negative moment region |
| CN202626842U (en) * | 2012-06-13 | 2012-12-26 | 中交通力建设股份有限公司 | Reinforced structure used for exerting prestressing force on highway bridge floor layer |
| CN103031808A (en) * | 2013-01-08 | 2013-04-10 | 北京玻钢院复合材料有限公司 | Fiber-reinforced composite bridge deck and preparation and installation method thereof |
| CN204715195U (en) * | 2015-04-09 | 2015-10-21 | 武汉市政工程设计研究院有限责任公司 | A kind of Gang Liang – concrete slab composite continuous bridge hogging moment area cracking resistance structure |
| CN206173784U (en) * | 2016-11-11 | 2017-05-17 | 重庆大学 | Vertically can there be limited -slip to move connecting piece |
-
2017
- 2017-08-09 CN CN201710677635.9A patent/CN107476180B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0350139A2 (en) * | 1983-11-07 | 1990-01-10 | Harumoto Iron Works Co., Ltd. | A method for forming a composite structural member |
| JPH11222817A (en) * | 1998-02-06 | 1999-08-17 | Nippon Steel Corp | Continuous composite bridge |
| CN102086629A (en) * | 2010-12-10 | 2011-06-08 | 清华大学 | Longitudinally slidable steel-concrete anti-lifting connecting member and construction method thereof |
| CN102505624A (en) * | 2011-10-17 | 2012-06-20 | 武汉理工大学 | Anti-cracking steel-concrete combined continuous girder bridge of negative moment region |
| CN202626842U (en) * | 2012-06-13 | 2012-12-26 | 中交通力建设股份有限公司 | Reinforced structure used for exerting prestressing force on highway bridge floor layer |
| CN103031808A (en) * | 2013-01-08 | 2013-04-10 | 北京玻钢院复合材料有限公司 | Fiber-reinforced composite bridge deck and preparation and installation method thereof |
| CN204715195U (en) * | 2015-04-09 | 2015-10-21 | 武汉市政工程设计研究院有限责任公司 | A kind of Gang Liang – concrete slab composite continuous bridge hogging moment area cracking resistance structure |
| CN206173784U (en) * | 2016-11-11 | 2017-05-17 | 重庆大学 | Vertically can there be limited -slip to move connecting piece |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107476180A (en) | 2017-12-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105839510B (en) | A kind of steel and ultra-high performance concrete composite continuous bridge structure and its construction method | |
| CN107476180B (en) | Discharge steel-concrete composite continuous bridge of bridge guidance tape tensile stress | |
| CN106677049A (en) | Assembled steel-concrete combination structure bridge and construction method | |
| CN108060636B (en) | The construction method of overall assembled composite beam bridge | |
| CN105113405B (en) | A kind of combined bridge deck based on steel and UHPC | |
| CN105839534B (en) | Steel and ultra-high performance concrete compoboard jointing and construction method | |
| CN108824162A (en) | A kind of steel_concrete composite beam and its construction method using plain plate and corrugated sheet steel mixing web | |
| CN103334374B (en) | PCSS shearing coupling arrangement | |
| CN102352606A (en) | Transverse in-vitro prestress solidifying method of road hinged hollow slab bridge | |
| CN213038218U (en) | Predictive continuous rigid frame bridge capable of supplementing tensioning prestress | |
| CN103306214A (en) | Novel reinforcement device for reinforced concrete beam and floor slab and construction method thereof | |
| CN205205646U (en) | Structure of reinforcing prefabricated segment formula concrete bridge intersegmental connection of festival | |
| CN109610313B (en) | Longitudinal rib staggered arrangement structure of profile steel-UHPC composite board and construction method thereof | |
| CN109267470A (en) | A kind of assembled type steel-concrete preflex composite continuous bridge and its construction method | |
| CN106087694B (en) | Assembling steel plate-beams of concrete combined bridge structure and construction method | |
| CN105735099B (en) | Construction time uses the simple supported-to-continuous girder bridge and its construction method of external prestressing | |
| CN205822006U (en) | Steel and ultra-high performance concrete compoboard jointing | |
| CN108589512B (en) | Steel-concrete combined beam structure suitable for heavy-duty railway | |
| CN110331648B (en) | Ultra-high-performance concrete-part section steel composite beam unit, ultra-high-performance concrete-section steel composite beam unit and composite beam | |
| CN109235235B (en) | Longitudinal connection method for main beams at continuous part of steel-concrete composite bridge deck | |
| CN105951574B (en) | The construction method of continuous composite beam bridge | |
| CN108252222A (en) | Steel-concrete combined structure formula simple supported-to-continuous girder bridge method | |
| CN110273362B (en) | Orthogonal U-shaped steel bridge deck | |
| CN209941473U (en) | Embedded pier bent cap and girder connection structure | |
| CN103911948B (en) | Be applied to horizontal purlin formula steel work and the construction method thereof of wide concrete rib plate-girder |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190910 |