CN111593691A - Bridge pier anti-collision member based on FRP and polyurethane foam filled cellular rubber concrete - Google Patents
Bridge pier anti-collision member based on FRP and polyurethane foam filled cellular rubber concrete Download PDFInfo
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- CN111593691A CN111593691A CN202010446171.2A CN202010446171A CN111593691A CN 111593691 A CN111593691 A CN 111593691A CN 202010446171 A CN202010446171 A CN 202010446171A CN 111593691 A CN111593691 A CN 111593691A
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- 239000004567 concrete Substances 0.000 title claims abstract description 90
- 229920001971 elastomer Polymers 0.000 title claims abstract description 78
- 229920005830 Polyurethane Foam Polymers 0.000 title claims abstract description 50
- 239000011496 polyurethane foam Substances 0.000 title claims abstract description 50
- 230000001413 cellular effect Effects 0.000 title claims abstract description 23
- 238000010276 construction Methods 0.000 claims abstract description 11
- 238000000465 moulding Methods 0.000 claims abstract description 11
- 239000000835 fiber Substances 0.000 claims description 10
- 239000011347 resin Substances 0.000 claims description 7
- 229920005989 resin Polymers 0.000 claims description 7
- 229920001187 thermosetting polymer Polymers 0.000 claims description 7
- 239000002131 composite material Substances 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 4
- 229920002748 Basalt fiber Polymers 0.000 claims description 3
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 3
- 239000004760 aramid Substances 0.000 claims description 3
- 229920006231 aramid fiber Polymers 0.000 claims description 3
- 239000004917 carbon fiber Substances 0.000 claims description 3
- 238000013329 compounding Methods 0.000 claims description 3
- 239000003365 glass fiber Substances 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000012943 hotmelt Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 claims description 2
- 238000007781 pre-processing Methods 0.000 claims description 2
- 230000008569 process Effects 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 claims 9
- 239000006260 foam Substances 0.000 claims 9
- 238000012423 maintenance Methods 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 abstract description 4
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 43
- 239000011151 fibre-reinforced plastic Substances 0.000 description 43
- 239000000463 material Substances 0.000 description 8
- 230000002265 prevention Effects 0.000 description 8
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 7
- 229910001220 stainless steel Inorganic materials 0.000 description 7
- 239000010935 stainless steel Substances 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 238000013461 design Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 230000009467 reduction Effects 0.000 description 3
- 230000003139 buffering effect Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000005253 cladding Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009863 impact test Methods 0.000 description 2
- 239000011358 absorbing material Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000010920 waste tyre Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/14—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact specially adapted for local protection, e.g. for bridge piers, for traffic islands
- E01F15/141—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact specially adapted for local protection, e.g. for bridge piers, for traffic islands for column or post protection
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- 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
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/40—Plastics
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a bridge pier anti-collision member based on FRP and polyurethane foam filled cellular rubber concrete, which is arranged outside a lower bridge pier structure, wherein the lower bridge pier structure is a connection structure of bridge piers and a road surface; the pier anti-collision member comprises an FRP sleeve, a polyurethane foam layer and a rubber concrete layer; the anti-collision member and the bridge pier adopt an integrated forming construction technology, the whole anti-collision structure adopts a triple structure of a honeycomb buffer layer and a concrete filling layer, the honeycomb buffer layer and the concrete filling layer are composed of an FRP sleeve, a polyurethane foam layer and a rubber concrete layer, the member forms three parts of an impact buffer area, an impact deformation area and an impact constraint area when impacted, impact energy is dispersed in the circumferential direction of the honeycomb buffer layer composed of the FRP sleeve, the polyurethane foam layer and the rubber concrete layer, and double protection is carried out on a vehicle and a bridge substructure. The invention adopts integrated molding, has low cost and simple structure and is convenient for later maintenance.
Description
Technical Field
The invention relates to a pier anti-collision structure for a highway bridge, belongs to the technical field of bridge anti-collision technology, bridge engineering and composite materials, and particularly relates to a pier anti-collision member based on FRP and polyurethane foam filled cellular rubber concrete.
Background
With the development of economic society in China, the bridge construction in China enters a rapid development stage, the existing highway bridge concrete pier has poor impact resistance and energy dissipation performance, and the added anti-collision device mainly adopts some energy-buffering structures to prolong the collision time and change the collision area to reduce the collision strength; from the technical implementation perspective, the adopted energy-buffering structure is mainly made of a high-performance closed-cell energy-absorbing material to absorb impact force, the structure is usually more suitable for protection of a large-scale vehicle passing area, the construction cost is higher, a certain ground area is occupied, the construction is not convenient and fast for later-stage pier maintenance, a fence is usually arranged between a pier and a lane, and more pier protection devices are designed for warning; the anti-collision structure is applied to a bridge pier anti-collision structure (including a navigation bridge pier) at present, and the anti-collision structure is mainly realized by the following technical means:
CN201810462995.1 relates to a pier collision avoidance facility, which comprises a pier, a collision avoidance ring and the like; the pier top is through a pad and the contact of anticollision circle, the anticollision circle includes first festival section, the joint of the both sides of first festival section respectively with second festival section and third festival section fixed connection, the joint in the outside of second festival section and third festival section respectively with fourth festival section and fifth festival section fixed connection, all be equipped with the access hole directly over every festival section, the friction plate is all installed to the inboard of every festival section. After adopting above-mentioned structure, pier anticollision facility adopts the crashproof structure of whole surrounding type to protect the pier, has enlarged the protection scope of pier. Can also prevent that local crashproof structure is not hard up or the corruption that wets, the manhole that every festival section set up can make things convenient for the staff to do corresponding repair to the anticollision circle.
CN201711059960.5 discloses a collision avoidance system of pier, including the anticollision body, the anticollision body is provided with peripherally at the pier, the anticollision body includes first layer stainless steel honeycomb sheet layer, energy-absorbing layer, second floor stainless steel honeycomb sheet layer and buffer layer, first layer stainless steel honeycomb sheet layer parcel pier stud, energy-absorbing layer cladding first layer stainless steel honeycomb sheet layer, energy-absorbing layer peripheral cladding second floor stainless steel honeycomb sheet layer, second floor stainless steel honeycomb sheet layer periphery is equipped with the buffer layer. The pier collision avoidance system is simple in structure and convenient to install, and adopts the stainless steel honeycomb plate, so that the pier collision avoidance system has a good energy absorption effect and is not easy to deform and high in corrosion resistance. The anti-collision system can effectively absorb impact energy, ensure the integrity of the main structure of the pier and reduce the loss of the pier, vehicles and personnel.
CN201810680981.7 discloses an anti-collision device for bridge piers, which is installed at the periphery of the bridge pier and comprises a plurality of anti-collision assemblies connected end to end, wherein each anti-collision assembly comprises a plurality of orthogonally arranged anti-collision units and unit supporting bodies; the anti-collision unit comprises a lining cylinder and an energy dissipation box body sleeved on the lining cylinder, and a wear-resistant sliding block is arranged on the energy dissipation box body close to one side of the pier. The anti-collision device for the bridge pier can float on the water surface, when the water level of a river changes, the anti-collision device rises and falls along with the change of the water level, so that the problem that the water level rises and sinks over the protection device, the protection device cannot play a role in protection can be avoided, and meanwhile, the length of the protection device does not need to be increased.
CN201711063777.2 relates to a pier collision avoidance device, which is used for protecting a pier from ship collision and comprises an annular collision avoidance buoyancy tank, wherein the collision avoidance buoyancy tank is sleeved on the pier; the guide wheels are arranged on the inner side of the anti-collision buoyancy tank and can roll on the bridge piers along with the lifting of the anti-collision buoyancy tank. The device protects the bridge pier from ship collision and simultaneously prevents the water level from rising to submerge the protection device and not playing a protection role. Meanwhile, the length is not required to be increased, so that the cost is saved, and a better protection effect is achieved.
In summary, the existing bridge pier collision avoidance mostly adopts secondary enclosure of the bridge pier, the technical design usually increases the construction cost and increases the protection area of the bridge pier (probably occupying a lane or a channel); the building envelope is generally filled with semi-rigid materials, and is used as a structure for absorbing impact force as a whole, so that the pier is effectively protected, but the building envelope often bears great reaction force to impact objects (such as automobiles, trucks or vehicle loads and the like); considering that the pier itself has a certain anti-collision capability, it is necessary to design an anti-collision structure to protect the pier and the impact object itself doubly.
Fiber Reinforced Plastics (FRP) is widely applied to the field of building construction by virtue of the advantages of high strength, light weight, corrosion resistance and the like. The invention uses FRP and rubber concrete in a matching way, and combines polyurethane foam to apply multiple anti-collision structure layers as a whole on the anti-collision structure of the pier so as to improve the overall anti-collision performance of the pier.
Disclosure of Invention
The invention aims to design a pier anti-collision member based on FRP (fiber reinforced plastic) and polyurethane foam filled cellular rubber concrete, the anti-collision member and a pier adopt an integrated construction technology, the whole anti-collision structure adopts a triple structure of a cellular buffer layer and a concrete filling layer consisting of an FRP sleeve, a polyurethane foam layer and a rubber concrete layer, the member forms three parts of an impact buffer area, an impact deformation area and an impact constraint area when impacted, and impact energy is dispersed in the circumferential direction of the cellular buffer layer consisting of the FRP sleeve, the polyurethane foam layer and the rubber concrete layer to carry out double protection on vehicles and bridge lower structures.
The technical scheme adopted by the invention is that the pier anti-collision member is based on FRP and polyurethane foam filled cellular rubber concrete, the pier anti-collision member is arranged outside a lower pier structure, and the lower pier structure is a pier and pavement connection structure; the pier anti-collision member comprises an FRP sleeve, a polyurethane foam layer and a rubber concrete layer; the FRP sleeve, the polyurethane foam layer and the rubber concrete layer are of an integrated structure; the FRP sleeve is enclosed on the outer side of the rubber concrete layer; the rubber concrete layer is provided with a plurality of layers of filling holes which are distributed discretely, and polyurethane foam layers consisting of polyurethane foam are filled in the filling holes.
Further, the cross section of the rubber concrete layer is circular, round-corner rectangular or rectangular and the like.
Further, the inner side of the rubber concrete layer is of a lower pier structure.
Further, the overall dimension of the FRP sleeve is the same as that of the pier.
Further, the pier upper structure is molded at an upper portion of the pier collision prevention member.
Further, the ratio of the transverse cross-sectional area of the pier anti-collision member to the transverse cross-sectional area of the pier superstructure is 25-40%.
Further, the height of the pier collision prevention member does not exceed 2 m.
Furthermore, the FRP sleeve is formed by compounding continuous fibers and thermosetting resin, and the continuous fibers are basalt fibers, glass fibers, carbon fibers or aramid fibers.
Compared with the prior art, the pier anti-collision component based on the FRP and polyurethane foam filled cellular rubber concrete solves the problems that an existing concrete pier is poor in impact resistance and energy dissipation performance, an anti-collision device is overlarge in rigidity, high in maintenance cost, insufficient in durability and the like, and is integrally formed, and the whole structure is complete in consistency.
Drawings
FIGS. 1, 4 and 7 show FRP sleeves outside a round pier, a rounded rectangular pier and a rectangular pier, respectively;
FIGS. 2, 5 and 8 are schematic views showing a round pier, a rounded rectangular pier and a FRP sleeve outside the rectangular pier after being filled with a partial filling material;
fig. 3, 6 and 9 show examples of a circular pier, a rounded rectangular pier and a rectangular pier, respectively.
Fig. 10 is a graph showing an impact force time course of an impact test of a concrete pier using the collision prevention member and a concrete pier not using the collision prevention member.
In the figure: 1-FRP sleeve, 2-polyurethane foam layer, 3-rubber concrete layer;
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and examples.
A pier anti-collision member based on FRP and polyurethane foam filled cellular rubber concrete is arranged outside a pier lower structure, and the pier lower structure is a pier and pavement connecting structure; the pier anti-collision member comprises an FRP sleeve, a polyurethane foam layer and a rubber concrete layer; the FRP sleeve, the polyurethane foam layer and the rubber concrete layer are of an integrated structure; the FRP sleeve is enclosed on the outer side of the rubber concrete layer; the rubber concrete layer is provided with a plurality of layers of filling holes which are distributed discretely, and polyurethane foam layers consisting of polyurethane foam are filled in the filling holes.
Further, the cross section of the rubber concrete layer is circular, rectangular or rounded rectangle and the like.
Further, the inner side of the rubber concrete layer is of a lower pier structure.
Further, the overall dimension of the FRP sleeve is the same as that of the pier.
Further, the pier upper structure is molded at an upper portion of the pier collision prevention member.
Further, the ratio of the transverse cross-sectional area of the pier anti-collision member to the transverse cross-sectional area of the pier superstructure is 25-40%.
Further, the height of the pier collision prevention member does not exceed 2 m.
Furthermore, the FRP sleeve is formed by compounding continuous fibers and thermosetting resin, and the continuous fibers are basalt fibers, glass fibers, carbon fibers or aramid fibers.
The molding process of the FRP sleeve, the polyurethane foam layer and the rubber concrete layer is as follows:
s1, reserving an installation molding position of the anti-collision pier component on the outer side of the lower part of the pier during construction of the lower part of the pier, binding steel bars only on the lower part of the pier, and then fixing a molding template on the lower part of the pier; and pouring concrete in the template to complete the construction of the lower part of the pier.
S2, preprocessing the FRP sleeve, calculating the overall dimension of the FRP sleeve according to the transverse cross-sectional area of the anti-collision member of the bridge pier, and carrying out hot-melt molding on the FRP sleeve by adopting continuous fibers and thermosetting resin; and sleeving the FRP sleeve on the outer side of the lower part of the pier, wherein the FRP sleeve is used as a forming template of a subsequent rubber concrete layer.
And S3, dispersedly installing and fixing polyurethane foam layers between the FRP sleeve and the lower part of the pier, wherein the polyurethane foam of each polyurethane foam layer adopts a slender cylindrical structure to complete the fixed installation of the FRP sleeve and the polyurethane foam layers, and the prepared rubber concrete is poured between the FRP sleeve and the lower part of the pier.
And S4, after the rubber concrete is cured, integrally molding the FRP sleeve, the polyurethane foam layer and the rubber concrete layer to complete the manufacture of the lower part anti-collision structure of the pier.
Specifically, according to the required mechanical property index, the composite ratio of the continuous fibers and the thermosetting resin in the FRP sleeve is calculated according to the composite material theory, so that the FRP sleeve bears the impact force (impact force) generated when the speed per hour of the automobile is not more than 100 km/h.
Compared with the prior art, the pier anti-collision component based on the FRP and polyurethane foam filled cellular rubber concrete solves the problems that an existing concrete pier is poor in impact resistance and energy dissipation performance, an anti-collision device is overlarge in rigidity, high in maintenance cost, insufficient in durability and the like, and is integrally formed, and the whole structure is complete in consistency.
The FRP sleeve and the rubber concrete are in a collision buffer zone, the rubber concrete and the polyurethane foam form a collision force deformation zone, the inner wall of the rubber concrete is a collision force restraint zone, and effective protection is formed for vehicles and piers.
The rubber concrete with good elasticity is selected, and the polyurethane foam is selected as the internal filling material, so that the toughness of the whole pier structure is obviously improved, the damping energy consumption capacity is obviously improved, and the rubber concrete can be used for anti-collision and vibration reduction of the pier structure, so that the contact rigidity during collision can be reduced, and the energy dissipation of the pier structure can be accelerated; the rubber concrete is seamlessly laminated with the polyurethane foam, the FRP sleeve can well protect the rubber concrete material, the defect of poor durability of the rubber concrete material is avoided, and the service life of the rubber concrete is prolonged; meanwhile, a tightening force is provided for the rubber concrete, and the compatibility of the rubber particles and the cement paste is improved. The bridge pier anti-collision member made of FRP sleeve and rubber concrete can play a good role in buffering and energy dissipation, reduce the damage to colliding vehicles and more effectively protect the safety of drivers; the FRP sleeve-rubber concrete pier anti-collision member can effectively reduce the overall or local damage degree of the pier when the pier is impacted by vehicles. The rubber concrete filling material is an elastic concrete material (semi-rigid), and is prepared by adding crushed rubber particles of waste rubber into a common concrete base material, and the rubber particles in the rubber concrete can obviously improve the internal structure of the concrete, enhance the fluidity of a concrete mixture, reduce the constraint and stress concentration conditions in the concrete and absorb a large amount of impact energy; meanwhile, a green and environment-friendly way is provided for the treatment of the waste tires. In addition, the polyurethane foam honeycomb structure layer designed by the invention further improves the elastic property of rubber concrete, and polyurethane foam fixed in advance is embedded in the rubber concrete to form a honeycomb structure; the polyurethane foam as a layered structure in the rubber concrete can effectively absorb the mechanical property of the rubber concrete after being impacted, thereby reducing the replacement and maintenance cost in the later period; polyurethane foam is formed in a pre-fixed structural form, is used for buffering transverse impact of the pier and does not influence the overall mechanical performance of the pier body, and compared with a common reinforced concrete structure, the overall elastic performance of the pier is obviously improved. The anti-collision member based on the FRP and polyurethane foam filled cellular rubber concrete pier is convenient to manufacture, good in performance and low in cost, and the integrated forming technology adopted by the anti-collision member can be used for rapid construction and can be widely applied to anti-collision measures of highway bridge piers.
As shown in fig. 10, the concrete piers using the collision prevention member and those not using the collision prevention member have different impact force time-course curves in the impact test. The peak value of the impact force is reduced from 776.337KN to 156.361KN, the reduction is 79.85 percent, and the reduction is obvious. The anti-collision pier component based on the FRP and polyurethane foam filled cellular rubber concrete can greatly reduce the impact force and effectively protect the pier and the vehicle when collision occurs.
Claims (10)
1. The utility model provides a pier anticollision component based on FRP and polyurethane foam fill cellular rubber concrete which characterized in that: the pier anti-collision component is arranged on the outer side of the pier lower part structure, and the pier lower part structure is a pier and pavement connecting structure; the pier anti-collision member comprises an FRP sleeve, a polyurethane foam layer and a rubber concrete layer; the FRP sleeve, the polyurethane foam layer and the rubber concrete layer are of an integrated structure; the FRP sleeve is enclosed on the outer side of the rubber concrete layer; the rubber concrete layer is provided with a plurality of layers of filling holes which are distributed discretely, and polyurethane foam layers consisting of polyurethane foam are filled in the filling holes.
2. The pier collision preventing member based on FRP and urethane foam-filled cellular rubber concrete as claimed in claim 1, wherein: the cross section of the rubber concrete layer is circular, round-corner rectangular or rectangular.
3. The pier collision preventing member based on FRP and urethane foam-filled cellular rubber concrete as claimed in claim 1, wherein: the inner side of the rubber concrete layer is of a pier lower structure.
4. The pier collision preventing member based on FRP and urethane foam-filled cellular rubber concrete as claimed in claim 1, wherein: the overall dimension of the FRP sleeve is the same as that of the pier.
5. The pier collision preventing member based on FRP and urethane foam-filled cellular rubber concrete as claimed in claim 1, wherein: the pier superstructure is moulded at pier anticollision component upper portion.
6. The pier collision preventing member based on FRP and urethane foam-filled cellular rubber concrete as claimed in claim 1, wherein: the ratio of the transverse cross-sectional area of the pier anti-collision member to the transverse cross-sectional area of the pier superstructure is 25-40%.
7. The pier collision preventing member based on FRP and urethane foam-filled cellular rubber concrete as claimed in claim 1, wherein: the height of the pier collision avoidance member is not more than 2 m.
8. An pier collision preventing member based on FRP and urethane foam filled cellular rubber concrete according to any one of claims 1 to 7, wherein: the FRP sleeve is formed by compounding continuous fibers and thermosetting resin, wherein the continuous fibers are basalt fibers, glass fibers, carbon fibers or aramid fibers.
9. The pier collision preventing member based on FRP and urethane foam-filled cellular rubber concrete as claimed in claim 1, wherein: the molding process of the FRP sleeve, the polyurethane foam layer and the rubber concrete layer is as follows:
s1, reserving an installation molding position of the anti-collision pier component on the outer side of the lower part of the pier during construction of the lower part of the pier, binding steel bars only on the lower part of the pier, and then fixing a molding template on the lower part of the pier; pouring concrete in the template to complete the construction of the lower part of the pier;
s2, preprocessing the FRP sleeve, calculating the overall dimension of the FRP sleeve according to the transverse cross-sectional area of the anti-collision member of the bridge pier, and carrying out hot-melt molding on the FRP sleeve by adopting continuous fibers and thermosetting resin; sleeving an FRP sleeve on the outer side of the lower part of the pier, wherein the FRP sleeve is used as a forming template of a subsequent rubber concrete layer;
s3, dispersedly installing and fixing polyurethane foam layers between the FRP sleeve and the lower part of the pier, wherein the polyurethane foam of each polyurethane foam layer adopts a slender cylindrical structure to complete the fixed installation of the FRP sleeve and the polyurethane foam layers, and pouring configured rubber concrete between the FRP sleeve and the lower part of the pier;
and S4, after the rubber concrete is cured, integrally molding the FRP sleeve, the polyurethane foam layer and the rubber concrete layer to complete the manufacture of the lower part anti-collision structure of the pier.
10. The pier collision preventing member based on FRP and urethane foam-filled cellular rubber concrete as claimed in claim 1, wherein: according to the required mechanical property index, the composite ratio of the continuous fibers and the thermosetting resin in the FRP sleeve is calculated according to the composite material theory, so that the FRP sleeve bears the impact force generated when the speed per hour of the automobile is not more than 100 km/h.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010446171.2A CN111593691B (en) | 2020-05-25 | 2020-05-25 | Pier anti-collision member based on FRP and polyurethane foam filled honeycomb rubber concrete |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010446171.2A CN111593691B (en) | 2020-05-25 | 2020-05-25 | Pier anti-collision member based on FRP and polyurethane foam filled honeycomb rubber concrete |
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| CN111593691A true CN111593691A (en) | 2020-08-28 |
| CN111593691B CN111593691B (en) | 2024-10-29 |
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Cited By (8)
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| CN112227275A (en) * | 2020-09-30 | 2021-01-15 | 北京工业大学 | Replaceable foam concrete filled honeycomb pier anti-explosion device and mounting method thereof |
| CN112647408A (en) * | 2020-12-26 | 2021-04-13 | 北京工业大学 | Modularized flexible pier anti-collision device |
| CN112695619A (en) * | 2020-12-26 | 2021-04-23 | 北京工业大学 | Double-deck flexible pier buffer stop that fibre cloth restraint bulk solid and foam combined together |
| CN112746555A (en) * | 2020-12-26 | 2021-05-04 | 北京工业大学 | Pier anti-collision device of assembled foam concrete filled dumbbell-shaped thin-walled tube |
| CN113801464A (en) * | 2021-10-22 | 2021-12-17 | 哈尔滨工程大学 | Shock-resistant vibration-inhibiting composite material circular tube super-elastic porous hybrid structure and preparation method thereof |
| CN114000415A (en) * | 2021-12-13 | 2022-02-01 | 江苏宏远科技工程有限公司 | Multistage layered anti-collision device |
| CN114808670A (en) * | 2022-05-25 | 2022-07-29 | 江苏科技大学 | Pier anti-collision device with self-adaptive adjustment of relative height position |
| CN115045236A (en) * | 2022-04-13 | 2022-09-13 | 中铁十五局集团有限公司 | Bridge assembled anticollision facility based on early warning mechanism and high-performance material |
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