CN203007735U - Steel and wood combined composite sleeper - Google Patents

Steel and wood combined composite sleeper Download PDF

Info

Publication number
CN203007735U
CN203007735U CN 201220724357 CN201220724357U CN203007735U CN 203007735 U CN203007735 U CN 203007735U CN 201220724357 CN201220724357 CN 201220724357 CN 201220724357 U CN201220724357 U CN 201220724357U CN 203007735 U CN203007735 U CN 203007735U
Authority
CN
China
Prior art keywords
steel
sleeper
wood
combined composite
pairs
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
CN 201220724357
Other languages
Chinese (zh)
Inventor
龙桂芳
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 201220724357 priority Critical patent/CN203007735U/en
Application granted granted Critical
Publication of CN203007735U publication Critical patent/CN203007735U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The utility model belongs to building support materials and particularly relates to a steel and wood combined composite sleeper. The steel and wood combined composite sleeper comprises a sleeper body and two symmetric steel jackets, and is characterized in that two pairs of grooves are symmetrically arranged on two sides of the sleeper body respectively, the two symmetric steel jackets wrap the sleeper body and are respectively nested in the two pairs of grooves to form two pairs of reinforcing ribs. The steel and wood combined composite sleeper has the advantages that since two reinforcing ribs are additionally arranged in original steel sleeper, the steel and wood combined composite sleeper is high in bending resistance and higher in strength. Furthermore, wood portions of the upper and lower sides of the steel and wood combined composite sleeper are exposed, a metal backing plate on the upper side is not easy to slip and high in safety. The wood portions in the middle of the steel jackets is composed of all wood and are higher in strength than original finger joint wood and woodworking plates.

Description

A kind of composite sleeper of steel and wood composite
Technical field:
The utility model belongs to the building-supporting material, is exactly a kind of composite sleeper of steel and wood composite specifically.
Background technology:
Sleeper is generally used for carrying object, is railway construction, the laying of dedicated track equipment, the support of construction work, the indispensable material in load bearing equipment field.According to the difference of its material, sleeper mainly is divided into wooden sleeper, steel sleeper.Common wooden backing material wherein, due to the timber self-characteristic, flexural strength is not enough, is easily exposed to the weather and the impact of sleety weather etc., and its service life is shorter, so need periodic replacement, need to expend a large amount of timber.And sleeper before use generally must be anticorrosion through oiling, and in the anticorrosion process of above-mentioned oiling, the use of inorganic agent easily causes environment pollution.
Steel sleeper in addition, single face steel sleeper namely, three faces are steel, only reveal a timber part, middle wooden part is generally finger joint wood and woodwork plate, self intensity a little less than, three is the steel parcels, below metal when partly padding on another metal, owing to being all metal material, easily landing, insecure, cause potential safety hazard.And only have one side that reinforcing rib is arranged, intensity is still not high.
Summary of the invention:
The utility model is for the problems referred to above, a kind of composite sleeper of steel and wood composite is provided, the technical scheme of taking is: a kind of steel wood composite sleeper, comprise the sleeper body, and steel bushing, it is characterized in that: be respectively arranged with two pairs of grooves in the symmetrical both sides of sleeper, two symmetrical steel bushings coat sleeper, be nested in respectively this in groove, consist of two pairs of reinforcing ribs.
Timber in the middle of described steel bushing is whole wood.
The groove of the symmetrical both sides of described sleeper, wherein the spacing of the groove of a side is greater than the spacing of opposite side groove.
The cross section of described sleeper is the H structure.
The cross section of described sleeper is trapezoidal.
The utility model has the advantage of: owing to having increased by two reinforcing ribs than original steel sleeper, so bending resistance is strong, intensity is larger.In addition, upper and lower faces all exposes wooden part, above during the bearing metal backing plate, be difficult for landing, degree of safety is high.Timber in the middle of steel bushing is partly for to be made of whole wood, and is larger compared with original finger joint wood, woodwork plate intensity.
Description of drawings:
Fig. 1 is structural representation of the present utility model.
The specific embodiment:
Below in conjunction with accompanying drawing, the utility model is further described.
A kind of composite sleeper of steel and wood composite comprises the sleeper that a whole wood consists of, and is respectively arranged with two pairs of grooves in the symmetrical both sides of sleeper, timber 2 two sides are respectively steel bushing 1 parcel of absolute construction, two steel bushing bilateral symmetry are embedded in respectively in these two pairs of grooves, consist of two pairs of reinforcing ribs 3.
Owing to having increased by two reinforcing ribs than original steel sleeper, make the bending resistance of product stronger.In addition, with the difference that the spacing of two pairs of grooves arranges, be also in order to increase the intensity of steel sleeper.
The cross section of the sleeper that provides in this embodiment, is the H structure.But, being not limited to this structure, its cross section can be also trapezium structure.Perhaps according to actual needs, do simple distortion, still belong to protection domain of the present utility model.

Claims (5)

1. the composite sleeper of a steel and wood composite, comprise the sleeper body, and steel bushing, it is characterized in that: be respectively arranged with two pairs of grooves in the symmetrical both sides of sleeper, two symmetrical steel bushings coat sleeper, are nested in respectively this in groove, consist of two pairs of reinforcing ribs.
2. the composite sleeper of described a kind of steel and wood composite according to claim 1 is characterized in that: the timber in the middle of described steel bushing is whole wood.
3. the composite sleeper of described a kind of steel and wood composite according to claim 1 is characterized in that: the groove of described sleeper symmetrical both sides, wherein the spacing of the groove of a side is greater than the spacing of opposite side groove.
4. the composite sleeper of described a kind of steel and wood composite according to claim 3, it is characterized in that: the cross section of described sleeper is the H structure.
5. the composite sleeper of described a kind of steel and wood composite according to claim 3, it is characterized in that: the cross section of described sleeper is trapezoidal.
CN 201220724357 2012-12-26 2012-12-26 Steel and wood combined composite sleeper Expired - Fee Related CN203007735U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220724357 CN203007735U (en) 2012-12-26 2012-12-26 Steel and wood combined composite sleeper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220724357 CN203007735U (en) 2012-12-26 2012-12-26 Steel and wood combined composite sleeper

Publications (1)

Publication Number Publication Date
CN203007735U true CN203007735U (en) 2013-06-19

Family

ID=48599344

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220724357 Expired - Fee Related CN203007735U (en) 2012-12-26 2012-12-26 Steel and wood combined composite sleeper

Country Status (1)

Country Link
CN (1) CN203007735U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106567298A (en) * 2016-11-14 2017-04-19 王冠东 Low-cost man-made sleeper

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106567298A (en) * 2016-11-14 2017-04-19 王冠东 Low-cost man-made sleeper
CN106567298B (en) * 2016-11-14 2018-07-24 王冠东 A kind of artificial sleeper of low cost

Similar Documents

Publication Publication Date Title
CN203546535U (en) Heavy load base plate with high friction coefficient
CN203007735U (en) Steel and wood combined composite sleeper
CN207200176U (en) A kind of aluminum cable tray
CN204199119U (en) Novel clad type rubber and plastic compound sleeper
CN205153312U (en) Improvement type i -shaped steel structure column
CN204958180U (en) Novel hoist walking beam land used rail fixed structure
CN205034971U (en) Hoist girder sliding rail structure
CN203960689U (en) A kind of high-speed overload railway fastener is with strengthening backing plate
CN204886076U (en) Simple and easy indoor cable tray
CN204847830U (en) Bridge crane girder
CN203007744U (en) Rail fixing device steel rail sleeper
CN201989948U (en) Step-type pedal
CN202322176U (en) Self-detachable type gantry trolley
CN203320361U (en) Railroad sleeper wear-resisting rail bearing platform
CN203362913U (en) Anti-fracture composition brake shoe for metro vehicle
CN205474880U (en) Anchor of carbon fiber reinforcement composite sheet
CN206015433U (en) A kind of compound sleeper
CN206288860U (en) A kind of hinged end beam
CN204603128U (en) A kind of bending machine bearing
CN201236417Y (en) Steel-wood constructed beam for garret
CN204251972U (en) A kind of High-strength concrete sleeper
CN204920270U (en) Reinforcement girder
CN204281078U (en) For the end box-beam structure of the car weight-lifting equipment that navigates
CN204728478U (en) A kind of for the angle steel anchor combination embedded part in reinforced concrete frame
CN204080555U (en) A kind of mine rail road of improvement

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130619

Termination date: 20171226

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