CN105951591A - Bridge deck slab structure - Google Patents
Bridge deck slab structure Download PDFInfo
- Publication number
- CN105951591A CN105951591A CN201610381118.2A CN201610381118A CN105951591A CN 105951591 A CN105951591 A CN 105951591A CN 201610381118 A CN201610381118 A CN 201610381118A CN 105951591 A CN105951591 A CN 105951591A
- Authority
- CN
- China
- Prior art keywords
- synvaren
- layer
- sand
- structure layer
- dipping
- 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
- 239000004575 stone Substances 0.000 claims abstract description 24
- 239000000463 material Substances 0.000 claims abstract description 17
- 238000010276 construction Methods 0.000 claims abstract description 10
- 238000007598 dipping method Methods 0.000 claims description 27
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 239000004576 sand Substances 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 abstract description 3
- 230000007797 corrosion Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 230000035699 permeability Effects 0.000 abstract description 3
- KXGFMDJXCMQABM-UHFFFAOYSA-N 2-methoxy-6-methylphenol Chemical compound [CH]OC1=CC=CC([CH])=C1O KXGFMDJXCMQABM-UHFFFAOYSA-N 0.000 abstract 5
- 239000003795 chemical substances by application Substances 0.000 abstract 5
- 239000005011 phenolic resin Substances 0.000 abstract 5
- 229920001568 phenolic resin Polymers 0.000 abstract 5
- 230000002787 reinforcement Effects 0.000 abstract 1
- 238000007789 sealing Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 4
- 230000007423 decrease Effects 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 230000003319 supportive effect Effects 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
- E01D19/08—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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a bridge deck slab structure which comprises a bituminous structure layer. A plurality of air holes are formed in the bituminous structure layer; the diameter of the air holes is no larger than one millimeter; first phenolic resin adhesion agent impregnated paper is arranged on the lower surface of the bituminous structure layer; the first phenolic resin adhesion agent impregnated paper is connected to the bituminous structure layer in a sealing mode; a broken stone hardcore is arranged on the lower surface of the first phenolic resin adhesion agent impregnated paper; the lower surface of the broken stone hardcore is located on second phenolic resin adhesion agent impregnated paper; the lower surface of the second phenolic resin adhesion agent impregnated paper is located on a stone concrete structure layer; and one or more anti-deformation material structure layers and one or more reinforcement bars are arranged in the stone concrete structure layer. According to the bridge deck slab structure, components are connected compactly; the self bearing capacity is high; the corrosion resistance is high; good air permeability is achieved; the compactness is high; the construction procedure is simple; the anti-deformation capacity is greatly improved; the service life is longer; and the frequent maintaining cost is reduced.
Description
Technical field
The present invention relates to a kind of bridge facility, particularly to a kind of deck structrue.
Background technology
In the modern times of fast pace life, the trip of people was also gradually developed into by former walking and is ridden instead of walk by the vehicles, such as automobile, train, aircraft, steamer etc..Corresponding highway, railways etc. one are that the road of class starts to occur, and in evolution gradually developed into build in the air by pavement construction.In such a situa-tion, bridge beam action the most all the more important, because in the highway of long distance is built, the places such as river to be crossed over, mountain valley, so this is will to be connected by bridge, owing to these sections are all unsettled, bottom does not has road surface to carry out support bridge section, so the load-bearing requirements for bridge needs higher, but general pontic all uses concrete one casting, and load bearing effect is poor, causes using effect the best, safeguard relatively more frequent, be unfavorable for the saving of economy.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, it is provided that connect deck structrue compact, that self load bearing ability is strong between a kind of component.
nullTo achieve these goals，The technical solution used in the present invention is such that the deck structrue of the present invention，Including bituminous texture layer，Several air-vent is had on bituminous texture layer，Vent diameter is not more than one millimeter，Bituminous texture layer lower surface is provided with the first synvaren dipping paper，First synvaren dipping paper is sealedly connected on bituminous texture layer，Its lower surface is provided with blotter，Blotter lower surface is positioned on the second synvaren dipping paper，Second synvaren dipping paper lower surface is positioned on a sand-stone concrete structure sheaf，Resistance to deformation material structure layer and reinforcing rod it is respectively equipped with in sand-stone concrete structure sheaf，Resistance to deformation material structure layer and the equal more than one of reinforcing rod，Resistance to deformation material structure layer is arranged near sand-stone concrete structure sheaf both sides，Sand-stone concrete structural layer lower surface is provided with base plate，Base plate uses steel construction.
Further, as a kind of concrete version, the first synvaren dipping thickness of paper degree of the present invention is less than bituminous texture layer thickness.
Further, as a kind of concrete version, the first synvaren dipping thickness of paper degree of the present invention and the second synvaren dipping thickness of paper degree are equal.
Further, as a kind of concrete version, in sand-stone concrete structure sheaf of the present invention, it is mixed with steel sand granular layer.
Further, as a kind of concrete version, resistance to deformation material structure layer of the present invention uses steel construction.
Further, as a kind of concrete version, reinforcing rod diameter of the present invention is more than 50 millimeters.
Compared with prior art, it is an advantage of the current invention that: connect between the deck structrue component of the present invention compact, self load bearing ability is strong, resistance to corrosion is strong, there is good permeability, compactness is high, and working procedure is simple, substantially increases non-deformability, service life is longer, and decreases the cost of frequent maintenance.
Accompanying drawing explanation
The present invention is further described with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of the present invention；In figure: 1. bituminous texture layer；2. air-vent；3. the first synvaren dipping paper；4. blotter；5. the second synvaren dipping paper；6. sand-stone concrete structure sheaf；7. base plate；8. resistance to deformation material structure layer；9. reinforcing rod.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, and the basic structure of the present invention is described the most in a schematic way, and therefore it only shows the composition relevant with the present invention.
nullThe preferred embodiment of deck structrue of the present invention as shown in Figure 1，Including bituminous texture layer 1，Several air-vent 2 is had on bituminous texture layer 1，Air-vent 2 diameter is not more than one millimeter，Bituminous texture layer 1 lower surface is provided with the first synvaren dipping paper 3，First synvaren dipping paper 3 is sealedly connected on bituminous texture layer 1，Its lower surface is provided with blotter 4，Blotter 4 lower surface is positioned on the second synvaren dipping paper 5，Second synvaren dipping paper 5 lower surface is positioned on a sand-stone concrete structure sheaf 6，Resistance to deformation material structure layer 8 and reinforcing rod 9 it is respectively equipped with in sand-stone concrete structure sheaf 6，Resistance to deformation material structure layer 8 and the equal more than one of reinforcing rod 9，Resistance to deformation material structure layer 8 is arranged near sand-stone concrete structure sheaf 6 both sides，Sand-stone concrete structure sheaf 6 lower surface is provided with base plate 7，Base plate 7 uses steel construction.
Described first synvaren dipping paper 3 thickness is less than bituminous texture layer 1 thickness.Meeting design concept, using effect is clearly.
Described first synvaren dipping paper 3 thickness and the second synvaren dipping paper 5 thickness are equal.Reasonable in design, can preferably be used for actually used in.
It is mixed with steel sand granular layer in described sand-stone concrete structure sheaf 6.Self structure performance is strong, can preferably play a supporting role.
Described resistance to deformation material structure layer 8 uses steel construction.Non-deformability is higher.
Described reinforcing rod 9 diameter is more than 50 millimeters.There is good supportive.
Connecting compact, self load bearing ability between the deck structrue component of the present invention strong, resistance to corrosion is strong, has good permeability, compactness is high, and working procedure is simple, substantially increases non-deformability, service life is longer, and decreases the cost of frequent maintenance.Having several air-vent 2 on bituminous texture layer 1, air-vent 2 diameter is not more than one millimeter, has ventilative effect, and service life is longer；Bituminous texture layer 1 lower surface is provided with the first synvaren dipping paper 3, first synvaren dipping paper 3 is sealedly connected on bituminous texture layer 1, its lower surface is provided with blotter 4, blotter 4 lower surface is positioned on the second synvaren dipping paper 5, second synvaren dipping paper 5 lower surface is positioned on a sand-stone concrete structure sheaf 6, penetrating power is strong, and connectivity is good；Resistance to deformation material structure layer 8 and reinforcing rod 9 it is respectively equipped with in sand-stone concrete structure sheaf 6, resistance to deformation material structure layer 8 and the equal more than one of reinforcing rod 9, resistance to deformation material structure layer 8 is arranged near sand-stone concrete structure sheaf 6 both sides, sand-stone concrete structure sheaf 6 lower surface is provided with base plate 7, base plate 7 uses steel construction, increases overall construction intensity, bears dynamics bigger, it is not susceptible to the problems such as sedimentation, decreases frequency of maintenance.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff can carry out various change and amendment completely in the range of without departing from this invention technological thought.The content that the technical scope of this invention is not limited in description, it is necessary to determine its technical scope according to right.
Claims (6)
1. a deck structrue, including bituminous texture layer, it is characterized in that: on bituminous texture layer, have several air-vent, vent diameter is not more than one millimeter, bituminous texture layer lower surface is provided with the first synvaren dipping paper, first synvaren dipping paper is sealedly connected on bituminous texture layer, its lower surface is provided with blotter, blotter lower surface is positioned on the second synvaren dipping paper, second synvaren dipping paper lower surface is positioned on a sand-stone concrete structure sheaf, resistance to deformation material structure layer and reinforcing rod it is respectively equipped with in sand-stone concrete structure sheaf, resistance to deformation material structure layer and the equal more than one of reinforcing rod, resistance to deformation material structure layer is arranged near sand-stone concrete structure sheaf both sides, sand-stone concrete structural layer lower surface is provided with base plate, base plate uses steel construction.
Deck structrue the most according to claim 1, it is characterised in that: described first synvaren dipping thickness of paper degree is less than bituminous texture layer thickness.
Deck structrue the most according to claim 1, it is characterised in that: described first synvaren dipping thickness of paper degree and the second synvaren dipping thickness of paper degree are equal.
Deck structrue the most according to claim 1, it is characterised in that: it is mixed with steel sand granular layer in described sand-stone concrete structure sheaf.
Deck structrue the most according to claim 1, it is characterised in that: described resistance to deformation material structure layer uses steel construction.
Deck structrue the most according to claim 1, it is characterised in that: described reinforcing rod diameter is more than 50 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610381118.2A CN105951591A (en) | 2016-06-01 | 2016-06-01 | Bridge deck slab structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610381118.2A CN105951591A (en) | 2016-06-01 | 2016-06-01 | Bridge deck slab structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105951591A true CN105951591A (en) | 2016-09-21 |
Family
ID=56908337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610381118.2A Pending CN105951591A (en) | 2016-06-01 | 2016-06-01 | Bridge deck slab structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105951591A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112554049A (en) * | 2020-12-14 | 2021-03-26 | 浙江海洋大学 | Structure for stripping reinforced concrete bridge floor and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011106176A (en) * | 2009-11-18 | 2011-06-02 | Kawasaki Heavy Ind Ltd | Method for waterproofing and waterproof structure of upper surface of concrete floor slab, and fiber plate |
| CN202000260U (en) * | 2011-01-25 | 2011-10-05 | 中南林业科技大学 | Aspen wood bridge plate |
| CN203729202U (en) * | 2014-03-06 | 2014-07-23 | 金顺浩 | Combined bridge deck |
| CN203947415U (en) * | 2014-07-07 | 2014-11-19 | 华东交通大学 | A kind of temperature control cracking-proof bridge deck containing phase-changing energy storage material |
| CN204875421U (en) * | 2015-08-25 | 2015-12-16 | 青海富腾生态科技有限公司 | Novel crack control asphalt roads structure |
| CN205188815U (en) * | 2015-11-20 | 2016-04-27 | 浙江航天管桩有限公司 | High strength cement bridge floor |
-
2016
- 2016-06-01 CN CN201610381118.2A patent/CN105951591A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011106176A (en) * | 2009-11-18 | 2011-06-02 | Kawasaki Heavy Ind Ltd | Method for waterproofing and waterproof structure of upper surface of concrete floor slab, and fiber plate |
| CN202000260U (en) * | 2011-01-25 | 2011-10-05 | 中南林业科技大学 | Aspen wood bridge plate |
| CN203729202U (en) * | 2014-03-06 | 2014-07-23 | 金顺浩 | Combined bridge deck |
| CN203947415U (en) * | 2014-07-07 | 2014-11-19 | 华东交通大学 | A kind of temperature control cracking-proof bridge deck containing phase-changing energy storage material |
| CN204875421U (en) * | 2015-08-25 | 2015-12-16 | 青海富腾生态科技有限公司 | Novel crack control asphalt roads structure |
| CN205188815U (en) * | 2015-11-20 | 2016-04-27 | 浙江航天管桩有限公司 | High strength cement bridge floor |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112554049A (en) * | 2020-12-14 | 2021-03-26 | 浙江海洋大学 | Structure for stripping reinforced concrete bridge floor and construction method thereof |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160921 |
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| WD01 | Invention patent application deemed withdrawn after publication |