CN107237260A - Structure is longitudinally continuous using the floorings of UHPC clad cans - Google Patents
Structure is longitudinally continuous using the floorings of UHPC clad cans Download PDFInfo
- Publication number
- CN107237260A CN107237260A CN201710684793.7A CN201710684793A CN107237260A CN 107237260 A CN107237260 A CN 107237260A CN 201710684793 A CN201710684793 A CN 201710684793A CN 107237260 A CN107237260 A CN 107237260A
- Authority
- CN
- China
- Prior art keywords
- uhpc
- floorings
- precast beam
- falling
- superstructure
- 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.)
- Pending
Links
- 239000011374 ultra-high-performance concrete Substances 0.000 title claims abstract description 41
- 238000009408 flooring Methods 0.000 title claims abstract description 16
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 239000002689 soil Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 238000005336 cracking Methods 0.000 abstract description 4
- 230000015572 biosynthetic process Effects 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003466 welding Methods 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
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
- E01D19/125—Grating or flooring for bridges
-
- 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
- E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
- E01D19/083—Waterproofing of bridge decks; Other insulations for bridges, e.g. thermal ; Bridge deck surfacings
Abstract
Structure is longitudinally continuous the invention discloses a kind of floorings of use UHPC clad cans, the superstructure precast beam being oppositely arranged including left and right, the lower end of the superstructure precast beam is shelved with the non-bent cap of falling T or the bent cap of falling T, the upper surface that the superstructure precast beam is located between the left and right sides is equipped with UHPC layers, the upper surface of the superstructure precast beam and is equipped with conventional concrete pave-load layer positioned at the UHPC layers of left and right sides；The present invention have easy construction, dimension is supported convenient, durability more preferably, anti-cracking waterproof, the characteristics of flexural tensile stress in resistance continuous structure.
Description
Technical field
This patent is related to a kind of floorings of use UHPC clad cans and is longitudinally continuous structure.
Background technology
For the continuous structural system of structure freely-supported bridge floor, its continuous structure is general in the pre-buried shaped steel of prefabricated beam-ends, utilizes
Across the pre-buried shaped steel Site Welding formation continuous structure of seam steel plate and precast beam, the construction and installation connection required precision of the construction compared with
Height, the tolerance of construction is slightly inferior, and project application situation is poor, much all occurs leak.
For the continuous system of structure after first freely-supported, because it is related to the conversion of system, and it is general on middle pier structure top
Portion need to set prestressing force to improve the larger tension in hogging moment area, and working procedure is slightly complicated, and construction period is also slightly longer.
Structure freely-supported, floorings continuous structure be between a kind of foregoing structural system between the two, at present compared with frequently with
It is continuous for back plate, and configure in hogging moment area prestressing force, small box girder top plate is continuous, by set prestressing force meet stress and
Demand of anti-crack, slightly unfortunately scene needs sequence of prestressing, and simplicity is slightly inferior.
The content of the invention
Structure is longitudinally continuous the technical problem to be solved in the present invention is to provide a kind of floorings of use UHPC clad cans, it has
Have easy construction, dimension is supported convenient, durability more preferably, anti-cracking waterproof, the advantage of the flexural tensile stress in resistance continuous structure.
To solve the above problems, the present invention is adopted the following technical scheme that：
The floorings of the use UHPC clad cans of the present invention are longitudinally continuous structure, including the superstructure that left and right is oppositely arranged is pre-
Beam processed, it is characterised in that：The lower end of the superstructure precast beam is provided with the non-bent cap of falling T or the bent cap of falling T, the superstructure
The upper surface that precast beam is located between the left and right sides is equipped with UHPC layers, the upper surface of the superstructure precast beam and is located at
The UHPC layers of left and right sides are equipped with conventional concrete pave-load layer.
The above-mentioned bent cap of falling T is the bent cap of falling T structure, and the superstructure precast beam positioned at the bent cap of the falling T both sides is additionally provided with
One layer of bridge deck concrete is wet to be connect section and is rigidly connected by the wet section that connects of bridge deck concrete with superstructure precast beam.
Above-mentioned UHPC layers is laid on the wet upper surface for connecing section of concrete.
Above-mentioned UHPC layers width is 1860mm.
Above-mentioned UHPC layers width is 1000mm, and the thickness of described UHPC layer and conventional concrete pave-load layer is 80mm.
The beneficial effects of the invention are as follows：
The present invention is longitudinally continuous structure using a kind of floorings of novel high-strength toughness concrete material UHPC clad cans, its profit
There is the performances such as high-strength, high tenacity, good endurance with UHPC materials, start to use in science of bridge building recently.In view of UHPC materials
Expect self-characteristic, intend carrying out the local clad can of bridge floor continuous structure using UHPC, form new bridge floor continuous structure, reach construction
Tolerance is strong, easy construction, the more preferable purpose of durability, meanwhile, connect section reinforced concrete structure and UHPC mats formation shape using wet
Flexural tensile stress into combination structural union resistance continuous structure, two schemes can reach the purpose of construction anti-cracking waterproof.
Brief description of the drawings
Fig. 1 is the structural representation of the embodiment of the present invention one；
Fig. 2 is the top view of the embodiment of the present invention one；
Fig. 3 is the structural representation of the embodiment of the present invention two；
Fig. 4 is the top view of the embodiment of the present invention two.
Embodiment
The preferred embodiments of the present invention are described in detail below in conjunction with the accompanying drawings, so that advantages and features of the invention energy
It is easier to be readily appreciated by one skilled in the art, apparent is clearly defined so as to be made to protection scope of the present invention.
Embodiment one
Refering to shown in Fig. 1 and Fig. 2, a kind of floorings of use UHPC clad cans are longitudinally continuous structure, including left and right is set relatively
The superstructure precast beam 3 put, the lower end of superstructure precast beam 3 is shelved with the non-bent cap of falling T 4, the superstructure precast beam 3
Upper surface between the left and right sides is equipped with UHPC layers 1, the upper surface of the superstructure precast beam 3 and positioned at UHPC
1 left and right sides of layer is equipped with conventional concrete pave-load layer 2.The width of the UHPC layers 1 is 1000mm, UHPC layers 1 and normal
The thickness for advising concrete pavement layer 2 is 80mm.
In the present embodiment, the non-bent cap of falling T 4 is that small box girder+flat cover beam scheme is at the discontinuous place of superstructure precast beam 3
Pour UHPC mat formation it is adjacent with both sides mat formation across conventional concrete connect, utilize the relatively high tensile energy and pave-load layer of UHPC materials
Interior reinforced mesh resists the flexural tensile stress in continuous structure.
Embodiment two
Refering to shown in Fig. 3 and Fig. 4, it is that the bent cap of falling T 4 is the bent cap of falling T structure with the difference of embodiment one, and position
Superstructure precast beam 3 in the both sides of the bent cap of falling T 4 is additionally provided with that one layer of bridge deck concrete is wet to connect section 5 and by floorings
The wet section 5 that connects of concrete is rigidly connected with superstructure precast beam 3.The UHPC layers 1 are laid on the wet upper surface for connecing section 5 of concrete
On.The width of the UHPC layers 1 is 1860mm.
In the present embodiment, the bent cap of falling T 4 is the small box girder+bent cap of falling T scheme due to adjacent across the superstructure spacing of precast beam 3
From wider, first connected using the wet section 5 that connects of bridge deck concrete, then it is wet connect poured in section UHPC layers 1 mat formation it is adjacent with both sides across
Concrete pavement connects.Mat formation to form combining structure joint resistance continuous structure using wet seam reinforced concrete structure and UHPC
Interior flexural tensile stress.Two schemes can reach the purpose of construction anti-cracking waterproof.
The announcement and teaching of book according to the above description, this patent those skilled in the art can also be to above-mentioned embodiment party
Method carries out appropriate change and modification.Therefore this patent is not limited to embodiment disclosed and described above, to this
Some modifications and changes of patent should also be as falling into the scope of the claims of this patent.Although in addition, this specification
Some specific terms have been used, but these terms are merely for convenience of description, do not constitute any limitation to this patent.
Claims (5)
1. a kind of floorings of use UHPC clad cans are longitudinally continuous structure, including the superstructure precast beam that left and right is oppositely arranged,
It is characterized in that：The lower end of the superstructure precast beam is provided with the non-bent cap of falling T or the bent cap of falling T, and the superstructure is prefabricated
The upper surface that beam is located between the left and right sides is equipped with UHPC layer, the upper surface of the superstructure precast beam and is located at UHPC
The layer left and right sides is equipped with concrete pavement layer.
2. a kind of floorings of use UHPC clad cans according to claim 1 are longitudinally continuous structure, it is characterised in that：It is described
The bent cap of falling T is the bent cap of falling T structure, and the superstructure precast beam positioned at the bent cap of the falling T both sides is additionally provided with one layer of floorings and mixed
Solidifying soil is wet to connect section, and is rigidly connected by the wet section that connects of bridge deck concrete with superstructure precast beam.
3. a kind of floorings of use UHPC clad cans according to claim 2 are longitudinally continuous structure, it is characterised in that：It is described
UHPC layers are laid on the wet upper surface for connecing section of concrete.
4. a kind of floorings of use UHPC clad cans according to claim 3 are longitudinally continuous structure, it is characterised in that：It is described
UHPC layers of width is 1860mm.
5. a kind of floorings of use UHPC clad cans according to claim 1 are longitudinally continuous structure, it is characterised in that：It is described
UHPC layers of width is 1000mm, and the thickness of described UHPC layer and concrete pavement layer is 80mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710684793.7A CN107237260A (en) | 2017-08-11 | 2017-08-11 | Structure is longitudinally continuous using the floorings of UHPC clad cans |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710684793.7A CN107237260A (en) | 2017-08-11 | 2017-08-11 | Structure is longitudinally continuous using the floorings of UHPC clad cans |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107237260A true CN107237260A (en) | 2017-10-10 |
Family
ID=59989173
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710684793.7A Pending CN107237260A (en) | 2017-08-11 | 2017-08-11 | Structure is longitudinally continuous using the floorings of UHPC clad cans |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107237260A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035252A (en) * | 2017-12-01 | 2018-05-15 | 上海市政工程设计研究总院（集团）有限公司 | A kind of simply supported girder bridge panel continuous structure and its construction method |
| CN110004815A (en) * | 2019-03-29 | 2019-07-12 | 辽宁省交通规划设计院有限责任公司 | A kind of non-prestressed freely-supported turns Continuous Bridge and its construction method |
| CN111926675A (en) * | 2020-07-29 | 2020-11-13 | 长江勘测规划设计研究有限责任公司 | Bridge deck continuous structure for reducing arrangement of bridge deck expansion joints and construction method thereof |
| CN112391931A (en) * | 2020-10-30 | 2021-02-23 | 山东高速城投绕城高速公路有限公司 | Assembly type continuous T-beam bridge splicing section adopting UHPC shear keys and construction method |
| CN112853938A (en) * | 2021-03-12 | 2021-05-28 | 长安大学 | Bridge deck continuous structure applied to inverted T-shaped capping beam |
| CN113718637A (en) * | 2021-09-10 | 2021-11-30 | 上海市城市建设设计研究总院（集团）有限公司 | Bridge deck continuous structure for simply supported beam and inverted T-shaped capping beam system and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102021885A (en) * | 2011-01-04 | 2011-04-20 | 上海市城市建设设计研究院 | Bridge deck continuous seam structure |
| KR20110047500A (en) * | 2009-10-30 | 2011-05-09 | 고려대학교 산학협력단 | Orthotropic steel bridge deck with improved fatigue strength having UHPC pavement and polyurethane foam tamping and constructing method of the same |
| CN202181507U (en) * | 2011-07-04 | 2012-04-04 | 浙江省交通规划设计研究院 | Bridge floor continuous structure of simply-supported bridge |
| CN103938546A (en) * | 2013-01-23 | 2014-07-23 | 上海市城市建设设计研究总院 | Simple-supported continuous construction method and structure thereof |
| CN104499430A (en) * | 2014-12-18 | 2015-04-08 | 上海市城市建设设计研究总院 | Wet connection section connection structure used between fully prefabricated assembled bridge girders |
| CN105113406A (en) * | 2015-08-25 | 2015-12-02 | 王宗林 | Crack-proof bridge floor continuous structure for simple support system beam bridge |
| CN207062759U (en) * | 2017-08-11 | 2018-03-02 | 上海市城市建设设计研究总院（集团）有限公司 | Structure is longitudinally continuous using the floorings of UHPC clad cans |
-
2017
- 2017-08-11 CN CN201710684793.7A patent/CN107237260A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110047500A (en) * | 2009-10-30 | 2011-05-09 | 고려대학교 산학협력단 | Orthotropic steel bridge deck with improved fatigue strength having UHPC pavement and polyurethane foam tamping and constructing method of the same |
| CN102021885A (en) * | 2011-01-04 | 2011-04-20 | 上海市城市建设设计研究院 | Bridge deck continuous seam structure |
| CN202181507U (en) * | 2011-07-04 | 2012-04-04 | 浙江省交通规划设计研究院 | Bridge floor continuous structure of simply-supported bridge |
| CN103938546A (en) * | 2013-01-23 | 2014-07-23 | 上海市城市建设设计研究总院 | Simple-supported continuous construction method and structure thereof |
| CN104499430A (en) * | 2014-12-18 | 2015-04-08 | 上海市城市建设设计研究总院 | Wet connection section connection structure used between fully prefabricated assembled bridge girders |
| CN105113406A (en) * | 2015-08-25 | 2015-12-02 | 王宗林 | Crack-proof bridge floor continuous structure for simple support system beam bridge |
| CN207062759U (en) * | 2017-08-11 | 2018-03-02 | 上海市城市建设设计研究总院（集团）有限公司 | Structure is longitudinally continuous using the floorings of UHPC clad cans |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035252A (en) * | 2017-12-01 | 2018-05-15 | 上海市政工程设计研究总院（集团）有限公司 | A kind of simply supported girder bridge panel continuous structure and its construction method |
| CN110004815A (en) * | 2019-03-29 | 2019-07-12 | 辽宁省交通规划设计院有限责任公司 | A kind of non-prestressed freely-supported turns Continuous Bridge and its construction method |
| CN111926675A (en) * | 2020-07-29 | 2020-11-13 | 长江勘测规划设计研究有限责任公司 | Bridge deck continuous structure for reducing arrangement of bridge deck expansion joints and construction method thereof |
| CN112391931A (en) * | 2020-10-30 | 2021-02-23 | 山东高速城投绕城高速公路有限公司 | Assembly type continuous T-beam bridge splicing section adopting UHPC shear keys and construction method |
| CN112853938A (en) * | 2021-03-12 | 2021-05-28 | 长安大学 | Bridge deck continuous structure applied to inverted T-shaped capping beam |
| CN113718637A (en) * | 2021-09-10 | 2021-11-30 | 上海市城市建设设计研究总院（集团）有限公司 | Bridge deck continuous structure for simply supported beam and inverted T-shaped capping beam system and construction method |
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Application publication date: 20171010 |
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