CN203249721U - Adjustable longitudinal resistance testing equipment for track bed under sleeper of ballasted railway - Google Patents

Adjustable longitudinal resistance testing equipment for track bed under sleeper of ballasted railway Download PDF

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Publication number
CN203249721U
CN203249721U CN 201320277752 CN201320277752U CN203249721U CN 203249721 U CN203249721 U CN 203249721U CN 201320277752 CN201320277752 CN 201320277752 CN 201320277752 U CN201320277752 U CN 201320277752U CN 203249721 U CN203249721 U CN 203249721U
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CN
China
Prior art keywords
reaction frame
longitudinal resistance
counter force
underlying
sleeper
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 201320277752
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Chinese (zh)
Inventor
周中
杨豪
胡军
石军强
张鑫
万召红
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.)
Central South University
Guangzhou Holding Co of China Railway Siyuan Survey and Design Group Co Ltd
Original Assignee
Central South University
Guangzhou Holding Co of China Railway Siyuan Survey and Design Group Co 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 Central South University, Guangzhou Holding Co of China Railway Siyuan Survey and Design Group Co Ltd filed Critical Central South University
Priority to CN 201320277752 priority Critical patent/CN203249721U/en
Application granted granted Critical
Publication of CN203249721U publication Critical patent/CN203249721U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses adjustable longitudinal resistance testing equipment for track bed under sleepers of a ballasted railway. The equipment includes an upper counter force frame (2), a lower counter force frame (6), a jack, a pressure sensor (5) and a displacement dial gauge (8). The upper counter force frame (2) and the lower counter force frame (6) are both provided with bolt slots (13) consistent to force transfer direction of the jack; and the bolt slots (13) of the lower counter force frame (6) and the upper counter force frame (2) are provided inside with the movable bolts (4) for connecting the upper counter force frame (2) and the lower counter force frame (6). The utility model provides the adjustable longitudinal resistance testing equipment, which can ensure effectiveness and no dispersion of the force in a right transfer direction and test results without distortion, and has advantages of light weight, strong practicability and portable carrying.

Description

Adjustable have tiny fragments of stone, coal, etc. railway to rest the head on lower ballast longitudinal resistance checkout equipment
Technical field
The utility model relates to a kind of lower ballast longitudinal resistance checkout equipment of tiny fragments of stone, coal, etc. railway pillow that has, and particularly relates to a kind of adjustable lower ballast longitudinal resistance checkout equipment of tiny fragments of stone, coal, etc. railway pillow that has.
Technical background
Traditional ballast longitudinal resistance checkout equipment (patent No. ZL200920063521.6) owing to whole centre of gravity place is not good, between reaction frame without connecting the reason that supports, cause afterburning before and the reaction frame front and rear wall skew of easily sliding in the afterburner process, thereby reaction frame is easily in the skew that vertically or laterally twists, cause longitudinal thrust in transmittance process, to be disperseed, can not useful effect in sleeper to be detected.Then cause the detection data result bigger than normal, and can not reflect the true longitudinal resistance of railway roadbed, bring unsafe factor to railway assessment operation.Have the lower ballast longitudinal resistance of tiny fragments of stone, coal, etc. railway pillow to detect, the transmission force property stabilization efficiency is high when requiring a kind of test, and lighter easy to operate, and accurately carrying out the adjustable of ballast longitudinal resistance detection has tiny fragments of stone, coal, etc. railway to rest the head on lower ballast longitudinal resistance checkout equipment.
The utility model content
Technical problem to be solved in the utility model provides a kind ofly can guarantee that power is not effectively disperseed, test result is undistorted, lightweight, practical on correct direction of transfer, the adjustable of portable convenient has a lower ballast longitudinal resistance checkout equipment of tiny fragments of stone, coal, etc. railway pillow.
In order to solve the problems of the technologies described above, the utility model provides adjustablely has a lower ballast longitudinal resistance checkout equipment of tiny fragments of stone, coal, etc. railway pillow, comprise and put reaction frame, underlying reaction frame, lifting jack, pressure transducer and displacement dial gauge, put on described and be equipped with the bolt chute consistent with the direction of transfer of the power of described lifting jack on reaction frame and the described underlying reaction frame, connect the described movable bolt of putting reaction frame and described underlying reaction frame at described underlying reaction frame with being connected to be equipped with in the bolt chute of putting reaction frame.
Being installed in the described lifting jack of putting on described between reaction frame and the described underlying reaction frame is fixed on and puts on the reaction frame on described.
Antetheca and the rear wall of putting reaction frame and described underlying reaction frame on described are rubbing surface, and described antetheca contacts with described pressure transducer, and described rear wall contacts with sleeper.
Described lifting jack is screw jack.
Adopt the adjustable of technique scheme to have tiny fragments of stone, coal, etc. railway to rest the head on lower ballast longitudinal resistance checkout equipment, under test Ballast track pillow before the ballast longitudinal resistance, first the fastener between removable sleeper to be detected and the two strands of rail is all unclamped, unload spring and nut and extract foot pad out, only stay the fastener screw spike.Successively reaction frame, screw jack, pressure transducer, displacement dial gauge are placed assigned address.Underlying reaction frame rear wall abutted in fixedly to be provided on the counter-force sleeper, utilizes movable bolt to regulate the position of putting reaction frame its rear wall is abutted on the sleeper to be detected.Utilizing fixedly, sleeper provides counter-force, afterburning by the screw jack of putting on being arranged between reaction frame and the underlying reaction frame, vertically pass sleeper to be detected, measure longitudinal thrust numerical value by pressure transducer, the displacement dial gauge measures sleeper length travel numerical value to be detected.Movable bolt on put reaction frame and be connected with the underlying reaction frame and connect, putting reaction frame and underlying reaction frame on guaranteeing can only be vertically relative movable, guarantees that power effectively do not disperse on correct direction of transfer.Screw jack is fixed on puts on the reaction frame, guarantees that power effectively do not disperse on correct direction of transfer; On put reaction frame and underlying reaction frame and antetheca and rear wall and be rubbing surface, guarantee afterburning before and reaction frame can be in the skew that vertically or laterally twists in the afterburner process, lifting jack is selected screw jack, the stable mechanical performance of screw jack.
The beneficial effects of the utility model are, the utility model equipment connects reaction frame by movable bolt, support between reaction frame constraint is provided, and the reaction frame front and rear wall made the increasing rubbing surface, guarantee that reaction frame can be in the skew that vertically or laterally twists before the reinforcing and in the afterburner process, so that longitudinal thrust is efficiently transmitted, can truly reflect ballast longitudinal resistance.In addition, the equipment longitudinal pitch is adjustable, and structure is succinct, and the reaction frame section optimal is lightweight, portable.
Description of drawings
Fig. 1 is the utility model structural representation stereographic map.
Fig. 2 is the utility model structural representation vertical view.
Fig. 3 is the utility model structural representation left view.
Fig. 4 is reaction frame structural representation stereographic map of the present utility model.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Such as Fig. 1, Fig. 2 and shown in Figure 3, equipment comprises puts reaction frame 2, underlying reaction frame 6, movable bolt 4, screw jack 3, pressure transducer 5 and displacement dial gauge 8, on put reaction frame 2 and hang up on removable sleeper 1 to be detected; Underlying reaction frame 6 hangs up fixedly to be provided on the counter-force sleeper 12, on put and be equipped with the bolt chute 13 consistent with the direction of transfer of the power of screw jack 3 on reaction frame 2 and the underlying reaction frame 6, in underlying reaction frame 6 and the bolt chute 13 of putting reaction frame 2 movable bolt 4 that reaction frame 2 and underlying reaction frame 6 are put in connection is installed, screw jack 3 is installed in to put between reaction frame 2 and the underlying reaction frame 6 and be fixed on and puts on the reaction frame 2; Pressure transducer 5 is arranged between screw jack 3 and the underlying reaction frame 6; Displacement dial gauge 8 arranges and acts on the sleeper embedded part 7.As shown in Figure 4, movable bolt 4 on put reaction frame 2 and be connected with the underlying reaction frame vertically and connect, putting reaction frame 2 on guaranteeing can only be in vertically relative activity with underlying reaction frame 6.On put reaction frame 2 and underlying reaction frame 6 antetheca 10 and rear wall 11 be rubbing surface, on put reaction frame 2 and underlying reaction frame 6 antetheca 10 contact with pressure transducer 5, on put reaction frame 2 and underlying reaction frame 6 rear wall 11 contact with sleeper.
As shown in Figure 1, Figure 2, Figure 3 and Figure 4, the operating process of the present embodiment is: before the ballast longitudinal resistance of test sleeper, first the fastener between removable sleeper 1 to be detected and the two strands of rail 9 is all unclamped, unload spring and nut and extract foot pad out, only stay sleeper embedded part 7 screw spikes.Successively with on put reaction frame 2, underlying reaction frame 6, screw jack 3, pressure transducer 5 and displacement dial gauge 8 and place assigned address.The rear wall 11 of underlying reaction frame 6 abutted in fixedly to be provided on the counter-force sleeper 12, utilizing movable bolt 4 to regulate the position of putting reaction frame 2 abuts on the removable sleeper 1 to be detected its rear wall 11, then be installed in pressure transducer 5 on the screw jack 3 and be placed on and put between reaction frame 2 and the underlying reaction frame 6, displacement dial gauge 8 is installed on the sleeper embedded part 7.Adjust first the elongation of screw jack 3 before the test, so that screw jack 3, pressure transducer 5, on put reaction frame 2 and underlying reaction frame 6 is jointly stressed, and critical being squeezed on two sleeper surfaces, then the number of degrees with pressure transducer 5 and displacement dial gauge 8 return to zero.Test begins experiment after preparing all to finish.Because the fastener that fixedly provides on the counter-force sleeper 12 is not provided rail 9, therefore fixedly provide counter-force sleeper 12 itself not produce displacement.When making screw jack 3 afterburning, added power by pressure transducer 5 and on put reaction frame 2, underlying reaction frame 6 passes on the removable sleeper 1 to be detected.At this moment, be arranged in displacement dial gauge 8 pointers on the removable sleeper 1 to be detected along with removable sleeper 1 length travel to be detected, and measure the length travel value of sleeper.Record corresponding length travel value by applying different longitudinal forces, can obtain the longitudinal resistance test curve of railway roadbed under the Ballast track sleeper.
The utility model is applicable to ballast longitudinal resistance test newly-built and that runed common railway and high-speed railway Ballast track.

Claims (4)

1. one kind adjustablely has a lower ballast longitudinal resistance checkout equipment of tiny fragments of stone, coal, etc. railway pillow, comprise and put reaction frame (2), underlying reaction frame (6), lifting jack, pressure transducer (5) and displacement dial gauge (8), it is characterized in that: put on described and be equipped with the bolt chute (13) consistent with the direction of transfer of the power of described lifting jack on reaction frame (2) and the described underlying reaction frame (6), connect the described movable bolt (4) of putting reaction frame (2) and described underlying reaction frame (6) at described underlying reaction frame (6) with being connected to be equipped with in the bolt chute (13) of putting reaction frame (2).
2. the adjustable lower ballast longitudinal resistance checkout equipment of tiny fragments of stone, coal, etc. railway pillow that has according to claim 1 is characterized in that: be installed in the described lifting jack of putting on described between reaction frame (2) and the described underlying reaction frame (6) and be fixed on and put on the reaction frame (2) on described.
3. the adjustable lower ballast longitudinal resistance checkout equipment of tiny fragments of stone, coal, etc. railway pillow that has according to claim 1 and 2, it is characterized in that: antetheca (10) and the rear wall (11) of putting reaction frame (2) and described underlying reaction frame (6) on described are rubbing surface, described antetheca (10) contacts with described pressure transducer (5), and described rear wall (11) contacts with sleeper.
4. the adjustable lower ballast longitudinal resistance checkout equipment of tiny fragments of stone, coal, etc. railway pillow that has according to claim 1 and 2, it is characterized in that: described lifting jack is screw jack (3).
CN 201320277752 2013-05-21 2013-05-21 Adjustable longitudinal resistance testing equipment for track bed under sleeper of ballasted railway Expired - Fee Related CN203249721U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320277752 CN203249721U (en) 2013-05-21 2013-05-21 Adjustable longitudinal resistance testing equipment for track bed under sleeper of ballasted railway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320277752 CN203249721U (en) 2013-05-21 2013-05-21 Adjustable longitudinal resistance testing equipment for track bed under sleeper of ballasted railway

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CN203249721U true CN203249721U (en) 2013-10-23

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106644425A (en) * 2016-10-27 2017-05-10 中南大学 Integrated measuring device for resistances in longitudinal, transverse and vertical directions of steel rail fastener
CN107036883A (en) * 2017-05-15 2017-08-11 西南交通大学 Ballast longitudinal resistance Hysteresis Behavior test model sets up device, method and system
CN108303320A (en) * 2018-02-26 2018-07-20 广东工业大学 A kind of device and method applying prestressing force and pull-out test

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106644425A (en) * 2016-10-27 2017-05-10 中南大学 Integrated measuring device for resistances in longitudinal, transverse and vertical directions of steel rail fastener
CN106644425B (en) * 2016-10-27 2019-12-20 中南大学 Comprehensive measuring device for longitudinal, transverse and vertical three-way resistance of steel rail fastener
CN107036883A (en) * 2017-05-15 2017-08-11 西南交通大学 Ballast longitudinal resistance Hysteresis Behavior test model sets up device, method and system
CN107036883B (en) * 2017-05-15 2019-12-03 西南交通大学 Ballast longitudinal resistance Hysteresis Behavior test model establishes device, method and system
CN108303320A (en) * 2018-02-26 2018-07-20 广东工业大学 A kind of device and method applying prestressing force and pull-out test

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20131023

Termination date: 20140521