CN103866690A - Interlayer composite material bridge panel - Google Patents

Interlayer composite material bridge panel Download PDF

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Publication number
CN103866690A
CN103866690A CN201210596204.7A CN201210596204A CN103866690A CN 103866690 A CN103866690 A CN 103866690A CN 201210596204 A CN201210596204 A CN 201210596204A CN 103866690 A CN103866690 A CN 103866690A
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CN
China
Prior art keywords
panel
composite material
layer
concrete
bridge deck
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
Application number
CN201210596204.7A
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Chinese (zh)
Inventor
冉华从
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to CN201210596204.7A priority Critical patent/CN103866690A/en
Publication of CN103866690A publication Critical patent/CN103866690A/en
Pending legal-status Critical Current

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Abstract

The invention discloses an interlayer composite material bridge panel, which comprises a panel, wherein the panel 1 comprises an upper layer and a lower layer; an interlayer is formed between the upper layer panel and the lower layer panel; a plurality of composite material webs are arranged in the interlayer; both sides of the composite material webs are fixedly connected with the upper layer panel and the lower layer panel respectively; a concrete layer is cast onto the upper layer panel; anchoring parts are arranged in the concrete layer; the anchoring parts pass through the concrete layer and are fixedly connected with the upper layer panel integrally, so that a bridge panel system in which a composite material is combined with concrete is formed. The bridge panel has the advantages of light weight, high strength, high rigidity, moisture resistance, corrosion resistance, peeling resistance, convenience in transportation, and easiness, convenience and rapidness in splicing construction. The bridge panel is suitable for rapidly building permanent bridge panel projects, and can be applied to the fields of temporary rescue and relief work, military rush construction and the like.

Description

Sandwich-type composite material bridge deck
Technical field
The present invention relates to a kind of bridge deck, specifically relate to a kind of sandwich-type composite material bridge deck.
Background technology
Traditional bridge deck structure adopts reinforced concrete structure form more, conducts oneself with dignity larger, and construction is complicated, the cycle is long, and corrosion resistance is poor.In addition, under long-term load-bearing environment or when earthquake disaster occurs, concrete structure bridge deck easily crack or destroy, and cause potential safety hazard.For above-mentioned shortcoming, can adopt the bridge deck of composite material, and the composite material bridge deck of at present domestic and international up-to-date proposition, mostly be the glass fiber reinforced plastics hollow bridge deck of pultrusion, but pultrude process is difficult to one-shot forming Large bridge panel construction, need numerous and diverse operations such as extra increase is gluing, winding.
Summary of the invention
The object of the invention is, for overcoming above-mentioned the deficiencies in the prior art, provides a kind of sandwich-type composite material bridge deck, and this panel is applicable to Fast Construction permanent bridge panel engineering, also can be used for the engineering fields such as interim disaster relief and rescue, military rush construction.
To achieve these goals, the technical solution used in the present invention is: a kind of sandwich-type composite material bridge deck, comprise panel, described panel is divided into two-layer up and down, between upper and lower two-layer panel, be provided with laminboard layer, in laminboard layer, be provided with some composite material webs, the both sides of composite material web are fixedly connected with upper and lower two-layer panel respectively, on upper deck panels, build layer of concrete, in layer of concrete, be provided with anchoring piece, anchoring piece is fixedly connected into one through layer of concrete and upper deck panels, forms the combined bridge deck system of composite material and concrete.
Preferably, the fiber layer of cloth that described panel adopts be multiaxis to glass fabric, the resin that panel adopts is epoxy resin or phenolic resins.
Further, described laminboard layer is polyurethane foam, polyvinyl chloride foam or carbon foam.
Further, the angle of described composite material web and panel is 40 ° to 50 °.
Adopt the invention of the technical program, its beneficial effect is: bridge deck of the present invention are lightweight, intensity is high, rigidity is large, moistureproof, corrosion-resistant, antistripping, convenient transport, assembling construction are simple, convenient and rapid, bridge deck of the present invention are not only applicable to Fast Construction permanent bridge panel engineering, and can be used for the engineering fields such as interim disaster relief and rescue, military rush construction.In addition, this composite material bridge deck not only can suitability for industrialized production, and can produce by the driving requirement of bridge floor the sandwich-type composite material bridge deck of different size and type.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the A-A sectional view of Fig. 1;
In figure: 1, panel; 2, layer of concrete; 11, composite material web; 21, anchoring piece.
The specific embodiment
Below in conjunction with accompanying drawing, the invention will be further described.
Referring to Fig. 1 and Fig. 2, sandwich-type composite material bridge deck of the present invention, comprise panel 1, described panel 1 is divided into two-layer up and down, between upper and lower two-layer panel 1, be provided with laminboard layer, in laminboard layer, be provided with some composite material webs 11, the both sides of composite material web 11 are fixedly connected with upper and lower two-layer panel 1 respectively, on upper deck panels 1, build layer of concrete 2, in layer of concrete, be provided with anchoring piece 21, anchoring piece is fixedly connected with integral with upper deck panels 1 through layer of concrete, form the combined bridge deck system of composite material and concrete.The fiber layer of cloth that described panel 1 adopts be multiaxis to glass fabric, the resin that panel 1 adopts is epoxy resin or phenolic resins.Described laminboard layer is polyurethane foam, polyvinyl chloride foam or carbon foam.Described composite material web 11 is 40 ° to 50 ° with the angle of panel 1.
Above are only a kind of embodiment of the present invention; not in order to limit the present invention; those skilled in the art can make various changes and improve said structure; all any modifications of doing within the spirit and principles in the present invention, be equal to and replace and improvement etc., within all should being included in protection scope of the present invention.

Claims (4)

1. a sandwich-type composite material bridge deck, comprise panel, it is characterized in that: described panel 1 is divided into two-layer up and down, between upper and lower two-layer panel, be provided with laminboard layer, in laminboard layer, be provided with some composite material webs, the both sides of composite material web are fixedly connected with upper and lower two-layer panel respectively, on upper deck panels, build layer of concrete, in layer of concrete, be provided with anchoring piece, anchoring piece is fixedly connected into one through layer of concrete and upper deck panels, forms the combined bridge deck system of composite material and concrete.
2. sandwich-type composite material bridge deck according to claim 1, is characterized in that: the fiber layer of cloth that described panel adopts be multiaxis to glass fabric, the resin that panel adopts is epoxy resin or phenolic resins.
3. sandwich-type composite material bridge deck according to claim 1, is characterized in that: described laminboard layer is polyurethane foam, polyvinyl chloride foam or carbon foam.
4. sandwich-type composite material bridge deck according to claim 1, is characterized in that: the angle of described composite material web and panel is 40 ° to 50 °.
CN201210596204.7A 2012-12-13 2012-12-13 Interlayer composite material bridge panel Pending CN103866690A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210596204.7A CN103866690A (en) 2012-12-13 2012-12-13 Interlayer composite material bridge panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210596204.7A CN103866690A (en) 2012-12-13 2012-12-13 Interlayer composite material bridge panel

Publications (1)

Publication Number Publication Date
CN103866690A true CN103866690A (en) 2014-06-18

Family

ID=50905671

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201210596204.7A Pending CN103866690A (en) 2012-12-13 2012-12-13 Interlayer composite material bridge panel

Country Status (1)

Country Link
CN (1) CN103866690A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105369735A (en) * 2015-12-14 2016-03-02 山西大学 Corrugated arch sandwiched core composite material combined bridge deck

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105369735A (en) * 2015-12-14 2016-03-02 山西大学 Corrugated arch sandwiched core composite material combined bridge deck

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Legal Events

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C06 Publication
PB01 Publication
DD01 Delivery of document by public notice

Addressee: Ran Huacong

Document name: Notification of before Expiration of Request of Examination as to Substance

DD01 Delivery of document by public notice

Addressee: Ran Huacong

Document name: Notification that Application Deemed to be Withdrawn

C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20140618