CN103388377A - Novel FRP (fiber reinforced plastic)-steel tube-epoxy resin-sea sand concrete compression member - Google Patents
Novel FRP (fiber reinforced plastic)-steel tube-epoxy resin-sea sand concrete compression member Download PDFInfo
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- CN103388377A CN103388377A CN2013103417977A CN201310341797A CN103388377A CN 103388377 A CN103388377 A CN 103388377A CN 2013103417977 A CN2013103417977 A CN 2013103417977A CN 201310341797 A CN201310341797 A CN 201310341797A CN 103388377 A CN103388377 A CN 103388377A
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- steel tube
- steel pipe
- sand concrete
- epoxy resin
- sea sand
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Abstract
The invention belongs to the field of engineering structures, and particularly relates to a novel FRP (fiber reinforced plastic)-steel tube-epoxy resin-sea sand concrete compression member. The member is characterized in that an epoxy resin layer is coated on the inner surface of a steel tube, and the steel tube is internally filled with sea sand concrete; an FRP material layer is overwrapped on the outer surface of the steel tube; because the FRP material layer is overwrapped outside the steel tube, and the steel tube is prevented from being in direct contact with the external environment, so that the durability of the steel tube is improved obviously; meanwhile the epoxy resin layer is coated on the inner surface of the steel tube, so that the sea sand concrete and the steel tube are isolated, and the corrosion effect of chloride ions in sea sand on the steel tube is avoided; and the potential safety hazards of the sea sand concrete are reduced, and the application of the sea sand concrete is promoted. The member is applied to high-corrosion coastal and offshore areas and the like, bears the load mainly focused on axle load, and has favorable economical and environmental benefits.
Description
Technical field
The invention belongs to the engineering structures field, be specifically related to a kind of new type FRP-steel pipe-epoxy resin-marine sand concrete compression-member.
Background technology
Structural Endurance Problem is a problem very important and in the urgent need to address, is subject to the extensive concern of all circles, and especially in coastal and offshore area, structure, due to the erosion that is subject to marine environment, causes endurance issues particularly outstanding.Be applied to coastal and steel pipe or encased structures offshore area, the pipe corrosion problem is severeer, and at present common anti-corrosion measure is generally zinc-plated or japanning, but anti-corrosion material has certain loss amount every year, need again zinc-plated or japanning after reaching certain time limit, economic consumption is larger.Day by day in short supply due to the river sand resource, the marine sand concrete that adopts extra large sand to be configured to, more and more be applied in the middle of Practical Project.But the chlorion in extra large sand can produce catalytic action to reinforcement corrosion, so the extra large sand of applying in engineering will strictly control chloride ion content,, if deal with improperly, will cause structure to face serious endurance issues, causes serious economic loss and potential safety hazard.Fill marine sand concrete in steel pipe,, because concrete is in closed environment, cause the needed oxygen of chloride ion corrosion steel pipe and moisture to can not get supplementing, make extent of corrosion weaken gradually.Therefore steel pipe sea sand coagulation structure is compared with the ordinary concrete structure, more is conducive to the application of marine sand concrete.The FRP material is high and corrosion-resistant etc. a little many owing to having intensity, is being used widely aspect engineering repairing and reinforcement and new building.When Axial Compression Loads is master's load, have or not bonding to have no significant effect the stress performance of concrete filled steel tube between steel pipe and concrete.
Summary of the invention
The purpose of this invention is to provide new type FRP-steel pipe that a kind of structure durability that can be applied to coastal and offshore area can be good-epoxy resin-marine sand concrete compression-member.
The technical solution used in the present invention is:
Inner surface at steel pipe applies epoxy resin layer, and in steel duct, fills marine sand concrete, at the external surface coating FRP of steel pipe material layer.
The cross section of described steel pipe is circular, square or rectangular.
Described steel pipe is clod wash, welding or jointless structure steel pipe.
Beneficial effect of the present invention is:
The main Axial Compression Loads of this member is main load.Because epoxy resin is kept apart steel pipe and concrete, nothing bonding between steel pipe and concrete, but as compression-member, this member has advantages of the common steel tube sea-sand concrete member, be steel pipe to the effect of concrete Constrained, improve concrete strength and ductility, concrete has limited the cripling of steel pipe, steel pipe serves as concrete-pouring template, constructs more convenient.But with the common steel tube sea-sand concrete member, compare, himself advantage is arranged, be that steel pipe and FRP closely bond together by epoxy resin, make concrete be subject to the double constraints of steel pipe and FRP, its strength and ductility further improves, steel pipe does not directly contact external environment condition, but by the FRP of excellent in durability, contacts external environment condition, makes the total endurance quality significantly improve.Although the common steel tube sea-sand concrete member can slow down in extra large sand chlorion to pipe corrosion, but can't thoroughly eliminate corrosion phenomenon, and at steel pipe internal-surface, be coated with epoxy resin, marine sand concrete and steel pipe are isolated to come, there do not is the etching problem of chlorion to steel pipe in extra large sand, reduce the potential safety hazard of marine sand concrete, promoted the application of marine sand concrete.This new type of component is applied to coastal and contour corrosion area, coastal waters, has good economy and environment benefit.
Description of drawings
Fig. 1 to Fig. 3 is respectively that cross section is plan view circular, square, rectangular structure of the present invention;
Fig. 4 is the schematic perspective view of Fig. 1.
Number in the figure:
The 1-FRP material layer, 2-steel pipe, 3-epoxy resin layer, 4-marine sand concrete.
The specific embodiment
The invention provides a kind of new type FRP-steel pipe-epoxy resin-marine sand concrete compression-member, the present invention will be further described below in conjunction with the drawings and specific embodiments.
The structure of this member is: the inner surface at steel pipe 2 applies epoxy resin layer 3, and at the inner marine sand concrete 4 of filling of steel pipe 2, at the external surface coating FRP of steel pipe 2 material layer 1.The cross section of steel pipe 2 can adopt circle (Fig. 1 and Fig. 4), square (Fig. 2) or rectangle (Fig. 3).Steel pipe 2 can adopt clod wash, welding or jointless structure steel pipe.
Due to steel pipe 2 outer cladding FRP material layers 1, avoid steel pipe 2 directly with external environment, to contact, significantly improved its durability; Steel pipe 2 inner surfaces apply epoxy resin layer 3 simultaneously, marine sand concrete 4 and steel pipe 2 are completely cut off come, and do not have the corrosiveness of chlorion to steel pipe in extra large sand, have reduced the potential safety hazard of marine sand concrete 4, have promoted the application of marine sand concrete.This component application, in coastal and contour corrosion area, coastal waters, bears take axial compression as main load, has good economy and environment benefit.
Claims (3)
1. new type FRP-steel pipe-epoxy resin-marine sand concrete compression-member, it is characterized in that, inner surface at steel pipe (2) applies epoxy resin layer (3), and at the inner marine sand concrete (4) of filling of steel pipe (2), at the external surface coating FRP material layer (1) of steel pipe (2).
2. new type FRP-steel pipe according to claim 1-epoxy resin-marine sand concrete compression-member, is characterized in that, the cross section of described steel pipe (2) is circular, square or rectangular.
3. new type FRP-steel pipe according to claim 1-epoxy resin-marine sand concrete compression-member, is characterized in that, described steel pipe (2) is clod wash, welding or jointless structure steel pipe.
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CN2013103417977A CN103388377A (en) | 2013-08-07 | 2013-08-07 | Novel FRP (fiber reinforced plastic)-steel tube-epoxy resin-sea sand concrete compression member |
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CN2013103417977A CN103388377A (en) | 2013-08-07 | 2013-08-07 | Novel FRP (fiber reinforced plastic)-steel tube-epoxy resin-sea sand concrete compression member |
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103924733A (en) * | 2014-03-11 | 2014-07-16 | 广东工业大学 | Injection molded steel-tube sea sand recycled concrete member |
CN103924732A (en) * | 2014-03-11 | 2014-07-16 | 广东工业大学 | Injection molded steel-tube sea sand recycled concrete column with built-in stiffening member |
CN104763094A (en) * | 2015-04-03 | 2015-07-08 | 山东科技大学 | Sea sand recycled concrete member for hollow double-skin steel pipe |
CN107035071A (en) * | 2017-04-28 | 2017-08-11 | 广东工业大学 | A kind of marine sand concrete core rubber concrete post |
CN108178609A (en) * | 2018-02-09 | 2018-06-19 | 济南大学 | The sea sand cladding slurries and intensifying method of a kind of curable chlorion |
CN111424528A (en) * | 2020-04-20 | 2020-07-17 | 东南大学 | FRP (fiber reinforced plastic) pipe concrete arch structure with FRP longitudinal ribs and preparation method thereof |
CN112523428A (en) * | 2020-12-09 | 2021-03-19 | 江苏科技大学 | Assembled concrete-filled steel tube column based on mortise-tenon joint |
CN113958347A (en) * | 2021-08-30 | 2022-01-21 | 新疆大学 | Method for constructing roadside support body by FRP (fiber reinforced plastic) constraint sand-based cementing material column |
CN115522686A (en) * | 2022-10-11 | 2022-12-27 | 暨南大学 | FRP anti-sliding composite pipe confined seawater sea sand concrete column and construction method |
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DE19644834A1 (en) * | 1996-10-29 | 1998-04-30 | Wolfram Prof Dr Ing Klingsch | Steel building frame made from tubular or square cross=section steel |
CN101782166A (en) * | 2010-03-09 | 2010-07-21 | 广东联塑科技实业有限公司 | Plastic coated composite steel pipe |
CN101793055A (en) * | 2010-03-12 | 2010-08-04 | 哈尔滨工业大学深圳研究生院 | Sea-sand concrete member and manufacturing method thereof |
CN101929155A (en) * | 2010-08-30 | 2010-12-29 | 浙江中隧桥波形钢腹板有限公司 | Heavy-duty anticorrosion protection process of hollow steel pipe pile |
CN101985851A (en) * | 2010-11-20 | 2011-03-16 | 大连理工大学 | FRP (fiber reinforced plastic)-steel composite tube concrete column |
KR101304829B1 (en) * | 2011-12-07 | 2013-09-05 | 재단법인 포항산업과학연구원 | Concrete filled dual steel tube column |
CN203514641U (en) * | 2013-08-07 | 2014-04-02 | 清华大学 | Novel fiber reinforced plastic (FRP)-steel pipe-epoxy resin-sea sand concrete compression component |
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2013
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Patent Citations (7)
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DE19644834A1 (en) * | 1996-10-29 | 1998-04-30 | Wolfram Prof Dr Ing Klingsch | Steel building frame made from tubular or square cross=section steel |
CN101782166A (en) * | 2010-03-09 | 2010-07-21 | 广东联塑科技实业有限公司 | Plastic coated composite steel pipe |
CN101793055A (en) * | 2010-03-12 | 2010-08-04 | 哈尔滨工业大学深圳研究生院 | Sea-sand concrete member and manufacturing method thereof |
CN101929155A (en) * | 2010-08-30 | 2010-12-29 | 浙江中隧桥波形钢腹板有限公司 | Heavy-duty anticorrosion protection process of hollow steel pipe pile |
CN101985851A (en) * | 2010-11-20 | 2011-03-16 | 大连理工大学 | FRP (fiber reinforced plastic)-steel composite tube concrete column |
KR101304829B1 (en) * | 2011-12-07 | 2013-09-05 | 재단법인 포항산업과학연구원 | Concrete filled dual steel tube column |
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Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103924733A (en) * | 2014-03-11 | 2014-07-16 | 广东工业大学 | Injection molded steel-tube sea sand recycled concrete member |
CN103924732A (en) * | 2014-03-11 | 2014-07-16 | 广东工业大学 | Injection molded steel-tube sea sand recycled concrete column with built-in stiffening member |
CN103924732B (en) * | 2014-03-11 | 2016-08-17 | 广东工业大学 | A kind of sea sand regeneration concrete post being molded the built-in stiffener of steel pipe |
CN103924733B (en) * | 2014-03-11 | 2016-08-17 | 广东工业大学 | A kind of injection steel pipe sea sand recycled concrete component |
CN104763094A (en) * | 2015-04-03 | 2015-07-08 | 山东科技大学 | Sea sand recycled concrete member for hollow double-skin steel pipe |
CN107035071A (en) * | 2017-04-28 | 2017-08-11 | 广东工业大学 | A kind of marine sand concrete core rubber concrete post |
CN108178609A (en) * | 2018-02-09 | 2018-06-19 | 济南大学 | The sea sand cladding slurries and intensifying method of a kind of curable chlorion |
CN111424528A (en) * | 2020-04-20 | 2020-07-17 | 东南大学 | FRP (fiber reinforced plastic) pipe concrete arch structure with FRP longitudinal ribs and preparation method thereof |
CN112523428A (en) * | 2020-12-09 | 2021-03-19 | 江苏科技大学 | Assembled concrete-filled steel tube column based on mortise-tenon joint |
CN113958347A (en) * | 2021-08-30 | 2022-01-21 | 新疆大学 | Method for constructing roadside support body by FRP (fiber reinforced plastic) constraint sand-based cementing material column |
CN113958347B (en) * | 2021-08-30 | 2023-09-01 | 新疆大学 | Method for constructing roadside support body by FRP constraint sand-based cementing material column |
CN115522686A (en) * | 2022-10-11 | 2022-12-27 | 暨南大学 | FRP anti-sliding composite pipe confined seawater sea sand concrete column and construction method |
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Application publication date: 20131113 |