[go: up one dir, main page]

CN204530330U - A kind of sleeper - Google Patents

A kind of sleeper Download PDF

Info

Publication number
CN204530330U
CN204530330U CN201520137142.2U CN201520137142U CN204530330U CN 204530330 U CN204530330 U CN 204530330U CN 201520137142 U CN201520137142 U CN 201520137142U CN 204530330 U CN204530330 U CN 204530330U
Authority
CN
China
Prior art keywords
sleeper
fiber
section bar
reinforced resin
resin matrix
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.)
Expired - Fee Related
Application number
CN201520137142.2U
Other languages
Chinese (zh)
Inventor
张跃进
赵沭通
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CHINAGRATE COMPOSITES STRUCTURE (NANTONG) Ltd
Original Assignee
CHINAGRATE COMPOSITES STRUCTURE (NANTONG) Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by CHINAGRATE COMPOSITES STRUCTURE (NANTONG) Ltd filed Critical CHINAGRATE COMPOSITES STRUCTURE (NANTONG) Ltd
Priority to CN201520137142.2U priority Critical patent/CN204530330U/en
Application granted granted Critical
Publication of CN204530330U publication Critical patent/CN204530330U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Machines For Laying And Maintaining Railways (AREA)

Abstract

The utility model relates to a kind of sleeper, comprise sleeper body, described sleeper body material is fiber-reinforced resin matrix compound material, the pillow of described sleeper body is made up of fiber-reinforced resin matrix compound material section bar and expanded material, after the pillow fiber-reinforced resin matrix compound material section bar of sleeper body and expanded material bonding form one, expanded material exceeds the vertical file 0.5-2.5mm of the fiber-reinforced resin matrix compound material section bar of pillow in the vertical direction, in the horizontal direction the short 3-8mm of bolt guiding shelves of the monolateral fiber-reinforced resin matrix compound material section bar than pillow of expanded material.The utility model has that high-strength light, supporting capacity are high, indeformable, nonhygroscopic, volume stability, resistance to chemical attack, ageing-resistant, damping property good, non-conductive, structure simple, in-site installation advantage easily.

Description

A kind of sleeper
Technical field
The utility model relates to a kind of sleeper for railway, track traffic.
Background technology
Sleeper is indispensable material in present railway traffic transport field, and its effect is connected on sleeper by rail connector by rail, keeps the geometry such as gauge, horizontal direction between two strands or multiply rail by sleeper.And being distributed on sleeper basis of the various load equalizations that rail is born.Therefore sleeper must have the effects such as high-strength light, weatherability and vibration damping.
Current existing sleeper has: wooden sleeper, reinforced concrete sleeper, steel sleeper and the solid sleeper of composite material, but they also exist some problems.
Although wooden sleeper good springiness, lightweight; make simple; good insulation preformance; but the forest reserves are deficient now; along with the continuous enhancing of people's environmental consciousness; forest timber is protected, and timber price is also rising steadily, and timber is apt to rot, without the performances such as insect protected, waterproof, fire prevention, easily atmospheric crack.For making timber be made into sleeper, also chemical treatment must be carried out to timber, to reach anticorrosion, the performance of insect protected, but the chemical substance contaminated environment of the wood preservation used, insect protected, also human body is damaged.The hardness of timber own is not high, and weatherability is poor, uses by the impact of natural environment and climate in the open under condition, and make sleeper easily aging, rotten and cracking etc., sleeper anticorrosive coat in the process used is once destroy, and this aging rotten phenomenon can obviously aggravation.In the impact of long-term train load with under rolling, easily cause sleeper mechanical wear, reduction of service life, and cause elasticity inconsistent.With the passing of time road nail on sleeper can relax because using, and holds nail ability and declines, cause traffic safety hidden danger.Meanwhile, because the intensity of timber own is not high, when supporting installation component, needing to arrange that intensive sleeper just can reach requirement, thus adding construction volume, too increasing use cost.
Although the feature of reinforced concrete sleeper long service life, good stability, but because its stiffness is large, poor flexibility causes effectiveness in vibration suppression also poor, thus increases noise, train body vibration is severe, and easily there is the phenomenon of cracking in use for some time, affect safety of railway traffic; Reinforced concrete sleeper is too heavy in addition, adds carrying difficulty, makes its laying, maintenance and transport all very inconvenient.And easily occur crack, unrepairable uses, and compares waste.
In addition the insulating properties due to concrete sleeper and steel sleeper self is poor, and therefore steel concrete and steel sleeper in use also need to carry out secondary insulating, and particularly in electrified circuit, insulating properties requires higher.In addition, a large amount of CO2 can be discharged preparing in raw material cement and reinforcing bar process, it is reported, prepare 10 times and 200 times that the CO2 amount of discharging in cement and reinforcing bar process is respectively wooden sleeper, cause environment pollution, do not meet the requirement of environmental protection, low-carbon (LC).
Although steel sleeper firm and durable, cost is high, self is heavy, not easily moves, and elasticity is little.Can not be widely used.The noise occurring to rub after laying and between train is very large.
In addition, composite material solid core sleeper is manufactured by high density expanded material, its light weight, but interior tissue is soft, and intensity does not reach the requirement required for light pillow.
Summary of the invention
The purpose of this utility model is to overcome above deficiency, provides that a kind of high-strength light, supporting capacity are high, indeformable, nonhygroscopic, volume stability, resistance to chemical attack, ageing-resistant, damping property good, non-conductive, structure simple, in-site installation tie easily.
The purpose of this utility model is achieved through the following technical solutions: a kind of sleeper, comprises sleeper body, and described sleeper body material is fiber-reinforced resin matrix compound material, and the pillow of described sleeper body is made up of fiber-reinforced resin matrix compound material section bar and expanded material, described sleeper body is rectangle tubular, the thickness x of two relative barrels of four barrels of described rectangle tubular is 6-20mm, the thickness y of another two barrels of four walls of described rectangle tubular is 6-20mm, the fiber-reinforced resin matrix compound material section bar of described pillow is T-steel fiber-reinforced resin matrix compound material section bar, cross-shaped steel fiber-reinforced resin matrix compound material section bar, channel steel type fiber-reinforced resin matrix compound material section bar, king's font fiber-reinforced resin matrix compound material section bar or H fiber type strengthen resin-base composite material section bar, described expanded material is phenol formaldehyde foam, polyurethane foam, polyvinyl chloride foam, polystyrene foam, regenerated plastics or regenerated plastics and wood chip mixture.
The fiber-reinforced resin matrix compound material section bar of described pillow is first independent to be produced by pultrude process, after the fiber-reinforced resin matrix compound material section bar of pillow is produced in pultrusion, by each for the fiber-reinforced resin matrix compound material section bar of its pillow surperficial sand milling, then epoxy resin is used to be bonded by expanded material, expanded material is made to exceed vertical file 0.5-2.5mm(note of the fiber-reinforced resin matrix compound material section bar of pillow in the vertical direction after being bonded into one: except king's font composite material), short 3-the 8mm of bolt guiding shelves of the monolateral fiber-reinforced resin matrix compound material section bar than pillow of expanded material in the horizontal direction, then sleeper body and pillow are composited by pultrude process simultaneously, during composite molding, the bolt of the fiber-reinforced resin matrix compound material section bar of pillow guiding shelves are made to be embedded among sleeper body, vertical file is that sleeper adds the prime time, have sleeper inner support booster action, the intensity so just can born according to sleeper and the quantity of vertical file, design the wall thickness that sleeper is different, crosspiece is bolt guiding shelves, is the verticality in order to ensure to install back nut cover.
A kind of method of mounting nuts cover of tie, comprise the following steps: first bore the bolt hole that matches with bolt downwards until sleeper body soffit from the upper surface of sleeper body, the nut trepan then matched from the processing of sleeper body soffit and nut sleeve profile is to the baseplane of sleeper body upper surface; Then nut sleeve is coated epoxy resin glue, the nut sleeve scribbling epoxy resin glue is embedded in sleeper from sleeper body soffit, to make in its nut sleeve plane to the baseplane of sleeper body upper surface, make the baseplane of the upper surface of sleeper body play position-limiting action to nut sleeve like this; Then the emptying aperture of nut sleeve lower end is filled up epoxy resin, then epoxy resin glue is coated on bottom surface be installed in the hole that sleeper body lower plane matches, outside nut sleeve, have screw thread form to store up gum box.
A kind of method of mounting nuts cover of tie, comprise the following steps: first hole to the bolt guiding shelves of the fiber-reinforced resin matrix compound material section bar of pillow downwards from sleeper body upper surface, casting epoxy resin in hole, then nut sleeve is inserted in the epoxy, after epoxy resin cure.
A kind of method of mounting nuts cover of tie, comprise the following steps: be first drilled into the bolt guiding shelves of the fiber-reinforced resin matrix compound material section bar of pillow downwards at sleeper body upper surface under, casting epoxy resin in hole, after epoxy resin cure, to the epoxy resin body boring of having solidified, tapping, can obtain bolt thread hole that institute must install (note: the method there is no nut sleeve but on epoxy resin body by holing, tapping and the screwed hole that formed required for bolt.); Or after casting epoxy resin in hole, insert institute must installation and surface scribbles the bolt of release agent, after epoxy resin cure, looser a bolt and taken out, can obtain must install bolt thread hole (note: the method does not have nut sleeve but takes out bolt and form the screwed hole required for bolt on epoxy resin body.), described hole is circular hole or anti-rotation slotted eye.
Further improvement of the present invention is: described hole is circular hole or anti-rotation slotted eye.
The utility model compared with prior art has the following advantages:
1, core has the sleeper main production of pillow is pultrude process, and this production efficiency is high, and waste of raw materials is few, globality and cross sectional shape uniformity good, profile length is unrestricted.
2, high from heavy and light, intensity, weight is only the 1/3-1/4 of steel.
3, designability is high: the load born required by sleeper, manufactures and designs the sleeper of different-thickness, cross section, shape, size and varying strength.
4, good corrosion resistance: sleeper is corrosion-resistant, need not maintain, causes the problems such as environment pollution, saved maintenance and protection expense, especially use in the place of a few thing bad environments in periodic maintenance.
5, thermal conductivity is low, the coefficient of expansion is little, and the thermal stress produced when there being the temperature difference is more much more than metal.
6, easy for installation: sleeper is modularized production in the factory, the destruction for environment is little, and transporting and hoisting is convenient, reduces construction cost.
7, sleeper is except for newly-built railway, also can be used for sleeper to be repaired, namely replaces existing sleeper.
accompanying drawing illustrates:
Fig. 1 is tie structural representation of the present utility model;
Brill circular hole figure when Fig. 2 is sleeper mounting nuts cover;
Fig. 2-1 is the anti-slip slotted eye figure of brill when sleeper mounting nuts overlaps;
Fig. 3 is sleeper and the nut sleeve installation drawing of embodiment 1;
Fig. 4 is the structure chart of nut sleeve;
Fig. 4-1 is the nut sleeve top view with anti-rotation post;
The top view that Fig. 4-2 overlaps for barrel nut;
Fig. 5 is tie and the nut sleeve installation drawing of embodiment;
Fig. 6 position sleeper drilling figure;
Number in the figure: 1-sleeper body, 2-fiber-reinforced resin matrix compound material section bar, 3-expanded material, 4-nut sleeve, 5-epoxy resin, 6-bottom, 7-bolt hole, 8-hole, 9-metallic support, 10-screwed hole, 11-store up gum box.
Detailed description of the invention:
In order to deepen understanding of the present utility model, below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail, and this embodiment, only for explaining the utility model, does not form the restriction to the utility model protection domain.
The utility model such as Fig. 1-6 shows a kind of detailed description of the invention of tie: a kind of sleeper, comprise sleeper body 1, described sleeper body 1 material is fiber-reinforced resin matrix compound material, the pillow of described sleeper body 1 is made up of fiber-reinforced resin matrix compound material section bar 2 and expanded material 3, (as shown in Figure 1) described sleeper body 1 is rectangle tubular, the thickness x of two relative walls of four walls of described rectangle tubular is 6-20mm, the thickness y of another two walls of four walls of described rectangle tubular is 6-20mm, the fiber-reinforced resin matrix compound material section bar 2 of described pillow is T-steel fiber-reinforced resin matrix compound material section bar, cross-shaped steel fiber-reinforced resin matrix compound material section bar, channel steel type fiber-reinforced resin matrix compound material section bar, king's font fiber-reinforced resin matrix compound material section bar or H fiber type strengthen resin-base composite material section bar, described expanded material 3 is phenol formaldehyde foam, polyurethane foam, polyvinyl chloride foam, polystyrene foam, regenerated plastics or regenerated plastics and wood chip mixture.
Expanded material 3 vertical direction exceeds the vertical file 0.5-2.5mm of the fiber-reinforced resin matrix compound material section bar 2 of pillow, short 3-the 8mm of bolt guiding shelves of the monolateral fiber-reinforced resin matrix compound material section bar 2 than pillow of expanded material 3 in the horizontal direction, the bolt of the fiber-reinforced resin matrix compound material section bar 2 of pillow guiding shelves are made to be embedded among sleeper body 1, vertical file is that sleeper adds the prime time, have sleeper inner support booster action, the intensity so just can born according to sleeper and the quantity of vertical file, design the wall thickness that sleeper is different; Crosspiece is bolt guiding shelves, is the verticality in order to ensure to install back nut cover.
Embodiment 1
A kind of method of mounting nuts cover of tie, comprise the following steps: first bore the bolt hole 7 that matches with bolt downwards until sleeper body 1 soffit (as shown in Figure 2) from the upper surface of sleeper body 1, the nut trepan then matched from the processing of sleeper body 1 soffit and nut sleeve 4 profile is to the baseplane of sleeper body upper surface; Then nut sleeve 4 is coated epoxy resin 5 glue, the nut sleeve 4 scribbling epoxy resin 5 glue is embedded in sleeper from sleeper body 1 soffit, to make in its nut sleeve 4 plane to the baseplane of sleeper body 1 upper surface, make the baseplane of the upper surface of sleeper body 1 play position-limiting action to nut sleeve 4 like this; Then storage gum box 11 emptying aperture of nut sleeve 4 lower end is filled up epoxy resin, then bottom 6 surface is coated epoxy resin 5 glue and be installed in the hole 8 that sleeper body 1 lower plane matches (as shown in Figure 3), outside nut sleeve 4, have screw thread form to store up gum box.
Embodiment 2
A kind of method of mounting nuts cover of tie, comprise the following steps: first hole to the bolt guiding shelves of the fiber-reinforced resin matrix compound material section bar 2 of pillow downwards from sleeper body 1 upper surface, casting epoxy resin 5 in hole 8, then in epoxy resin 5, nut sleeve is inserted, nut sleeve 4 is inserted, after epoxy resin 5 solidifies in hole.
Embodiment 3
A kind of method of mounting nuts cover of tie, comprise the following steps: be first drilled into the bolt guiding shelves of the fiber-reinforced resin matrix compound material section bar of pillow downwards at sleeper body 1 upper surface under, casting epoxy resin 5 in hole 8, after epoxy resin 5 solidifies, to solidified epoxy resin body boring, tapping, can obtain institute must installation bolt thread hole; Or the bolt inserting institute must install after casting epoxy resin 5 in hole 8, and surface scribbles release agent, after epoxy resin 5 solidifies, loosers a bolt and is taken out, can obtain the bolt thread hole (as shown in Figure 5) of palpus installation.
Embodiment 4
A kind of method of mounting nuts cover of tie, comprise the following steps: bore the bolt hole 7 matched with bolt downwards from sleeper body 1 upper surface, the expanded material 3 at sleeper two ends is emptied the position that metallic support 9 need be placed, metallic support 9 not with sleeper 1 together compound, because metallic support 9 is only placed on the two ends of sleeper 1, its length determines according to sleeper 1 installation requirement, metallic support 9 carries out modularized production in factory, operation has welding, boring, tapping, metallic support 9(as shown in Figure 6), metallic support 9 is embedded into sleeper body 1 must position, then bolt is penetrated bolt hole 7 from sleeper body 1 upper surface, be screwed in the screwed hole 10 of metallic support 9, then position is emptied to sleeper body 1 two ends and carry out expanded material 3 foaming process, solidify with expanded material 3, metallic support 9 defines location, looser a bolt and taken out, described hole is circular hole.(note: the method sleeper core only has one piece of expanded material without any the fiber-reinforced resin matrix compound material section bar of shape, could use metallic support.) metallic support is T-shaped metallic support, cross metallic support, channel steel type metallic support or H type metallic support.
Production technology of the present invention is produced by pultrude process, and product has that high-strength light, supporting capacity are high, indeformable, nonhygroscopic, volume stability, resistance to chemical attack, ageing-resistant, damping property good, non-conductive, structure simple, in-site installation advantage easily.

Claims (5)

1. a sleeper, comprises sleeper body (1), it is characterized in that: described sleeper body material is fiber-reinforced resin matrix compound material, and the pillow of described sleeper body (1) is made up of fiber-reinforced resin matrix compound material section bar (2) and expanded material (3).
2. a kind of sleeper according to claim 1, it is characterized in that: described sleeper body (1) is rectangle tubular, the thickness of two relative barrels of four barrels of described rectangle tubular is (x) 6-20mm, and the thickness (y) of another two barrels of four walls of described rectangle tubular is 6-20mm.
3. a kind of sleeper according to claim 1, is characterized in that: described fiber-reinforced resin matrix compound material section bar (2) is T-steel composite material section bar, cross-shaped steel fiber-reinforced resin matrix compound material section bar, channel steel type fiber-reinforced resin matrix compound material section bar, king's font fiber-reinforced resin matrix compound material section bar or H fiber type strengthen resin-base composite material section bar.
4. a kind of sleeper according to claim 1 or 2, is characterized in that: described expanded material (3) is phenol formaldehyde foam, polyurethane foam, polyvinyl chloride foam, polystyrene foam, regenerated plastics or regenerated plastics and wood chip mixture.
5. a kind of sleeper according to claim 4, it is characterized in that: expanded material (3) exceeds the vertical file 0.5-2.5mm of the fiber-reinforced resin matrix compound material section bar (2) of pillow in the vertical direction, short 3-the 8mm of bolt guiding shelves of the monolateral fiber-reinforced resin matrix compound material section bar (2) than pillow of expanded material (3) in the horizontal direction, makes the bolt of the fiber-reinforced resin matrix compound material section bar (2) of pillow guiding shelves be embedded among sleeper body (1).
CN201520137142.2U 2015-03-11 2015-03-11 A kind of sleeper Expired - Fee Related CN204530330U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520137142.2U CN204530330U (en) 2015-03-11 2015-03-11 A kind of sleeper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520137142.2U CN204530330U (en) 2015-03-11 2015-03-11 A kind of sleeper

Publications (1)

Publication Number Publication Date
CN204530330U true CN204530330U (en) 2015-08-05

Family

ID=53744350

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520137142.2U Expired - Fee Related CN204530330U (en) 2015-03-11 2015-03-11 A kind of sleeper

Country Status (1)

Country Link
CN (1) CN204530330U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652182A (en) * 2015-03-11 2015-05-27 中格复合材料(南通)有限公司 Rail sleeper and method for mounting nut sleeve

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652182A (en) * 2015-03-11 2015-05-27 中格复合材料(南通)有限公司 Rail sleeper and method for mounting nut sleeve
CN104652182B (en) * 2015-03-11 2016-08-24 中格复合材料(南通)有限公司 A kind of sleeper and the method installing nut sleeve thereof

Similar Documents

Publication Publication Date Title
US8635832B2 (en) Mounting rail
CN104452485A (en) Railway sleeper made of composite materials and manufacturing method thereof
CN104691631A (en) Assembling floor capable of preventing scattering and leakage, corrosion
CN105332324A (en) Composite sleeper
CN104652182B (en) A kind of sleeper and the method installing nut sleeve thereof
CN104295109B (en) Do not register one's residence balcony rapid reinforcement structure and construction method thereof in old community
CN204530330U (en) A kind of sleeper
JP7584450B2 (en) Railway sleepers
CN204703936U (en) Closed full length fastening high pre-stress rib and roofbolt ruggedized construction
CN202610727U (en) Sound barrier for high speed railway
CN202658947U (en) Annular concrete-filled steel tube strut for catenary
CN205295815U (en) Composite material sleeper
CN204919227U (en) Novel iron road bridge roof beam is with compound sleeper
CN207210853U (en) Columns assemblies for safety fence for railway track
CN201553979U (en) Composite anti-collision columns for bridge caps
CN204098519U (en) Do not register one's residence balcony rapid reinforcement structure in old community
JPS6123042Y2 (en)
CN104612284A (en) Efficient sound insulation wood-structure house wall with elastic guide rail
CN204488965U (en) A kind of anti-scattered leakage, anticorrosion assembled floor-board
US20110250417A1 (en) Dimensional Lumber Structural Substitute
CN207714535U (en) A kind of constructional device of building bearing
KR101138708B1 (en) Rock crushing composite protective wall structure
KR101719807B1 (en) Sleepers for railway
CN101725257B (en) Method for reinforcing timber component
CN208632889U (en) A kind of support beam and auxiliary facilities for railway line inspection platform

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP02 Change in the address of a patent holder
CP02 Change in the address of a patent holder

Address after: Southeast of the intersection of Haixin road and Jiangxin Road, Tongzhou Bay, Nantong City, Jiangsu Province

Patentee after: CHINAGRATE COMPOSITE STRUCTURES (NANTONG) Ltd.

Address before: 226000, No. 11 Tong Fu Nan Road, Nantong economic and Technological Development Zone, Jiangsu

Patentee before: CHINAGRATE COMPOSITE STRUCTURES (NANTONG) Ltd.

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150805