CN204439473U - A kind of shift shaft type rubble railway ballast direct shear apparatus - Google Patents
A kind of shift shaft type rubble railway ballast direct shear apparatus Download PDFInfo
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- CN204439473U CN204439473U CN201520068811.5U CN201520068811U CN204439473U CN 204439473 U CN204439473 U CN 204439473U CN 201520068811 U CN201520068811 U CN 201520068811U CN 204439473 U CN204439473 U CN 204439473U
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- 238000006073 displacement reaction Methods 0.000 claims abstract description 23
- 238000005452 bending Methods 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 238000005259 measurement Methods 0.000 abstract description 4
- 238000001514 detection method Methods 0.000 abstract description 3
- 238000012360 testing method Methods 0.000 description 7
- 239000002689 soil Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 230000005945 translocation Effects 0.000 description 1
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Abstract
The utility model relates to a kind of shift shaft type rubble railway ballast direct shear apparatus, described direct shear apparatus comprises counter-force boosting frame and is arranged on the direct shear apparatus main body inside described counter-force boosting frame, described direct shear apparatus main body comprises the vertical loading mechanism be vertically connected with described counter-force boosting frame, be arranged on the first shear box under described vertical loading mechanism, and the second shear box be arranged under described first shear box, with described first shear box horizontal addload mechanism connected horizontally, support the base mechanism of described direct shear apparatus main body and the data acquisition mechanism for gathering pressure data and displacement data.Shift shaft type rubble railway ballast direct shear apparatus of the present utility model is exclusively used in railway rubble railway ballast Performance Detection, have the advantages that dismounting is easy, accurately can measure railway ballast staight scissors performance, all connected by ball or roller bearing between its moving component, the friction force between moving component can be offset, guarantee the precision of measurement to the full extent and be conducive to increasing the service life.
Description
Technical field
The utility model relates to a kind of staight scissors instrument being exclusively used in railway rubble railway ballast, particularly relates to a kind of shift shaft type rubble railway ballast direct shear apparatus.
Background technology
Ballast track is one of topmost track structure form of China railways, ends for the end of the year 2004, and China's existing railway mileage is 7.44 ten thousand kilometers, and wherein Ballast track accounts for more than 99%.Ballast bed in Ballast track is made up of graded broken stone, and its service state has directly had influence on the safe operation of railway and daily maintenance, wherein has in the maintenance work of tiny fragments of stone, coal, etc. railway roadbed, and more than 75% all for ballast bed expansion.Therefore the mechanical property grasping railway ballast bed has important practical meaning in engineering.
Unstability under the destruction of Rock And Soil and load is mainly caused by shear failure.Usually adopt direct shear apparatus to measure the shear resistance under Rock And Soil static load condition in soil test.But rubble railway ballast has the features such as intensity is high, particle diameter is large compared to traditional rock-soil material, is a kind of special rock mass set.Traditional direct shear apparatus cannot meet its requirement.Therefore exploitation is a kind of towards railway systems, and the testing apparatus for graded broken stone staight scissors performance just seems particularly important.
Utility model content
The purpose of this utility model proposes a kind ofly to be specifically designed to railway rubble railway ballast and dismounting is easy, accurately can measure the shift shaft type rubble railway ballast direct shear apparatus of railway ballast staight scissors performance.
For achieving the above object, the utility model provides a kind of shift shaft type rubble railway ballast direct shear apparatus, described direct shear apparatus comprises counter-force boosting frame and is arranged on the direct shear apparatus main body inside described counter-force boosting frame, described direct shear apparatus main body comprises the vertical loading mechanism be vertically connected with described counter-force boosting frame, be arranged on the first shear box under described vertical loading mechanism, and the second shear box be arranged under described first shear box, with described first shear box horizontal addload mechanism connected horizontally, support the base mechanism of described direct shear apparatus main body and the data acquisition mechanism for gathering pressure data and displacement data, described first shear box is connected with described second shear box by ball, described vertical loading mechanism has with described vertical loading mechanism shaft to vertical horizontal bearing plate, described horizontal bearing plate is connected with described first shear box by roller bearing.
Preferably, described counter-force boosting frame comprises at least two columns vertically arranged and is horizontally installed on the counter-force crossbeam at described column top.
Preferably, described vertical loading mechanism the second hydraulic top of comprising vertically disposed loader and being connected with described loader.
Preferably, the described horizontal addload mechanism oil pressure unit that comprises first hydraulic top connected horizontally with described base mechanism and match with described first hydraulic top.
Preferably, described base mechanism comprise support described first hydraulic top hydraulic top counter-force base, support the shear box counter-force base of described second shear box and connect the bending resistance square stiffening plate of described hydraulic top counter-force base and shear box counter-force base.
Preferably, described data acquisition mechanism comprises and is arranged on the horizontal pressure force sensor between described first hydraulic top with described first shear box, the horizontal displacement sensors be arranged on described second shear box, the perpendicular displacement sensor be arranged on described first shear box lateral wall, the real-time data acquisition device that is arranged on the pressure at right angle sensor between described second hydraulic top with described horizontal bearing plate and is connected with sensor.
Preferably, the side of described second shear box is opened fluted, and described ball is arranged in described groove.
Preferably, described second shear box is fixed by the draw-in groove be arranged on described shear box counter-force base.
Preferably, described first shear box is the bottomless metal square box of uncovered, and described square box is formed by Plate Welding.
Preferably, the upper surface of described horizontal bearing plate is provided with two raised lines, and described roller bearing is arranged between described raised line, and described raised line is provided with cover plate.
Based on technique scheme, the utility model has the advantages that:
Shift shaft type rubble railway ballast direct shear apparatus of the present utility model is exclusively used in railway rubble railway ballast Performance Detection, have the advantages that dismounting is easy, accurately can measure railway ballast staight scissors performance, all connected by ball or roller bearing between the moving component of the utility model direct shear apparatus, the friction force between moving component can be offset, guarantee the precision of measurement to the full extent and be conducive to increasing the service life.
Accompanying drawing explanation
Accompanying drawing described herein is used to provide further understanding of the present utility model, and form a application's part, schematic description and description of the present utility model, for explaining the utility model, is not formed improper restriction of the present utility model.In the accompanying drawings:
Fig. 1 is shift shaft type rubble railway ballast direct shear apparatus structural representation;
Fig. 2 is direct shear apparatus agent structure schematic diagram;
Fig. 3 is direct shear apparatus main body schematic top plan view;
Fig. 4 a is horizontal bearing plate schematic top plan view;
Fig. 4 b is horizontal bearing plate schematic cross-section;
Fig. 5 a is roller bearing scheme of installation;
Fig. 5 b is that schematic cross-section installed by roller bearing.
Embodiment
Below by drawings and Examples, the technical solution of the utility model is described in further detail.Vertical direction in the utility model refers to that, in the direction perpendicular to counter-force crossbeam, horizontal direction refers to the direction being parallel to counter-force crossbeam.
The utility model provides a kind of shift shaft type rubble railway ballast direct shear apparatus, and this formula rubble railway ballast direct shear apparatus moves the design of shaft design principle on adopting, to guarantee that the railway ballast in shear box is subject to the disturbance of minimum degree.As shown in Figure 1, described direct shear apparatus comprises counter-force boosting frame and is arranged on the direct shear apparatus main body 20 inside described counter-force boosting frame.Described counter-force boosting frame comprises at least two columns vertically arranged 19 and is horizontally installed on the counter-force crossbeam 18 at described column 19 top, so column 19 provides support power can to described counter-force crossbeam 18, the anchorage force of described counter-force crossbeam 18 then for providing vertical direction to described direct shear apparatus main body 20.
As shown in Figure 2, described direct shear apparatus main body 20 comprise vertically be connected with described counter-force boosting frame vertical loading mechanism, be arranged on the first shear box 7 under described vertical loading mechanism and be arranged on described first shear box 7 under the second shear box 8, with described first shear box 7 horizontal addload connected horizontally mechanism, support the base mechanism of described direct shear apparatus main body 20 and the data acquisition mechanism for gathering pressure data and displacement data.Described base mechanism comprises the hydraulic top counter-force base 3 supporting described first hydraulic top 1, the shear box counter-force base 9 supporting described second shear box 8 and connects the bending resistance square stiffening plate 4 of described hydraulic top counter-force base 3 and shear box counter-force base 9.
Direct shear apparatus main body 20 of the present utility model mainly through applying two of vertical and level to test specimen to load, obtains the cutting performance parameter of test specimen in use on this basis.Vertical load is applied by counter-force crossbeam 18, and horizontal loading is applied by the hydraulic top with pressure transducer.Particularly, as shown in Figure 2 and Figure 3, described vertical loading mechanism the second hydraulic top 11 of comprising vertically disposed loader 5 and being connected with described loader 5; The oil pressure unit 10 that described horizontal addload mechanism comprises first hydraulic top 1 connected horizontally with described base mechanism and matches with described first hydraulic top 1.
Further, the data acquisition mechanism of instrument be mainly divided into level, vertical two groups, be made up of displacement and strain gauge respectively.Described data acquisition mechanism comprises and is arranged on the horizontal pressure force sensor 2 between described first hydraulic top 1 with described first shear box 7, the horizontal displacement sensors 14 be arranged on described second shear box 8, the perpendicular displacement sensor 13 be arranged on described first shear box 7 lateral wall, the real-time data acquisition device 12 that is arranged on described second hydraulic top 11 and the pressure at right angle sensor 16 between described horizontal bearing plate 17 and is connected with sensor.
Wherein, described pressure at right angle sensor 16 is mainly used in the vertical force that measurement second hydraulic top 11 provides.Displacement sensing measuring head is set up on described first shear box 7 by described perpendicular displacement sensor 13, vertically cuts displacement of rising with the first shear box 7 described in measuring when shearing relative to described first shear box 7 sidewall.Described horizontal pressure force sensor 2 is in order to measure and to record the horizontal thrust of the first hydraulic top 1.The sensor head of described horizontal displacement sensors 14 is arranged on described first shear box 7, for measuring and recording the relative displacement of described first shear box 7 and described second shear box 8.
Further, described first shear box 7 is connected with described second shear box 8 by ball 15, described vertical loading mechanism has with described vertical loading mechanism shaft to vertical horizontal bearing plate 17, and described horizontal bearing plate 17 is connected with described first shear box 7 by roller bearing 6.The side of described second shear box 8 is opened fluted, and described ball 15 is arranged in described groove.Described second shear box 8 is fixed by the draw-in groove be arranged on described shear box counter-force base 9.
By described vertical loading mechanism to described first shear box 7 load application time, described second hydraulic top 11 does not directly contact with the first shear box 7, but contacts with the horizontal bearing plate 17 on the first shear box 7.Described first shear box 7 is the bottomless metal square box of uncovered, and described square box is formed by Plate Welding.As shown in Fig. 4 a, Fig. 4 b, the upper surface of described horizontal bearing plate 17 is provided with two raised lines.As described in Fig. 5 a, Fig. 5 b roller bearing 6 be arranged on as described between raised line, and described raised line is provided with cover plate, for carrying the thrust of described second hydraulic top 11.Be connected by roller bearing between described horizontal bearing plate 17 with the first shear box 7, its objective is under vertical uniform load q described in horizontal translocation during the first shear box 7, the friction force between fixing vertical loading mechanism and the first shear box 7 can be offset.
Direct shear apparatus of the present utility model can refer to following steps and uses:
(1), first the second shear box 8 is placed on described shear box counter-force base 9, and utilizes the draw-in groove on described shear box counter-force base 9 to be fixed by described second shear box 8.
(2), ball 15 is placed in the groove on described second shear box 8 side.
(3), by described first shear box 7 be placed on described second shear box 8, and ensure to rely on ball 15 to contact between the first shear box 7 with the second shear box 8.
(4), ready railway ballast test specimen to be measured is put in described first shear box 7 and described second shear box 8, putting into the process of railway ballast, the mode inserted according to layering is carried out, one is divided into 4 layers inserts, every layer inserted after, the mode of manually making firm by ramming is adopted to make firm by ramming, to ensure the compaction rate of railway ballast.
(5), after railway ballast fills up described first shear box 7 and described second shear box 8, described horizontal bearing plate 17 is covered on described first shear box 7.
(6), install described horizontal pressure force sensor 2 and described horizontal displacement sensors 14, described hydraulic top counter-force base 3 is withstood in described horizontal pressure force sensor 2 one end, and described first hydraulic top 1 is withstood in one end.End directly described first shear box 7 of contact is stretched on the top of described first hydraulic top 1, to measure and to record the horizontal thrust of the first hydraulic top 1.Described horizontal displacement sensors 14 is fixed on the second shear box 8, and sensor head is arranged on the first shear box 7, for measuring and recording the relative displacement of described first shear box 7 and described second shear box 8.
(7), pressure at right angle sensor 16 and perpendicular displacement sensor 13 are installed; Described pressure at right angle sensor 16 is arranged between vertical loading mechanism and horizontal bearing plate 17, for gathering the vertical force that vertical loading mechanism provides.On the sidewall described perpendicular displacement sensor 13 being fixed on described first shear box 7, and be arranged on horizontal bearing plate 17 by displacement sensing measuring head, to measure when shearing, described horizontal bearing plate 17 vertically cuts displacement of rising relative to the first shear box 7.
(8), by 4 sensors be connected with real-time data acquisition device 12 by data line, and described real-time data acquisition device 12 is connected with computer, so that real-time monitored, record data.
(9), after all sensors have connected, first certain vertical force has been applied to upper described horizontal bearing plate 17, with compacting test specimen, and checked whether each sensor can normal acquisition data by computer.
(10), after equipment all debugged, loaded until reach predetermined force value to described vertical loading mechanism.After test specimen is stable, start to apply horizontal loading to described first shear box 7, and the data at any time measured by observation sensor.Until the railway ballast in described first shear box 7 occurs that destruction or horizontal shift reach 10cm, namely stop the load of horizontal direction, experiment terminates.Draw the relation curve between horizontal thrust and described first shear box 7 shear displacemant, analyze the performance drawing rubble railway ballast.
Shift shaft type rubble railway ballast direct shear apparatus of the present utility model is exclusively used in railway rubble railway ballast Performance Detection, have the advantages that dismounting is easy, accurately can measure railway ballast staight scissors performance, all connected by ball or roller bearing between the moving component of the utility model direct shear apparatus, the friction force between moving component can be offset, and then improve the precision of measurement and be conducive to increasing the service life.
Finally should be noted that: above embodiment is only in order to illustrate that the technical solution of the utility model is not intended to limit; Although be described in detail the utility model with reference to preferred embodiment, those of ordinary skill in the field have been to be understood that: still can modify to embodiment of the present utility model or carry out equivalent replacement to portion of techniques feature; And not departing from the spirit of technical solutions of the utility model, it all should be encompassed in the middle of the technical scheme scope of the utility model request protection.
Claims (9)
1. a shift shaft type rubble railway ballast direct shear apparatus, it is characterized in that: described direct shear apparatus comprises counter-force boosting frame and is arranged on the direct shear apparatus main body (20) inside described counter-force boosting frame, described direct shear apparatus main body (20) comprises the vertical loading mechanism be vertically connected with described counter-force boosting frame, be arranged on the first shear box (7) under described vertical loading mechanism, and the second shear box (8) be arranged under described first shear box (7), with described first shear box (7) horizontal addload mechanism connected horizontally, support the base mechanism of described direct shear apparatus main body (20) and the data acquisition mechanism for gathering pressure data and displacement data, described first shear box (7) is connected with described second shear box (8) by ball (15), described vertical loading mechanism has with described vertical loading mechanism shaft to vertical horizontal bearing plate (17), described horizontal bearing plate (17) is connected with described first shear box (7) by roller bearing (6).
2. direct shear apparatus according to claim 1, is characterized in that: described counter-force boosting frame comprises at least two columns (19) vertically arranged and is horizontally installed on the counter-force crossbeam (18) at described column (19) top.
3. direct shear apparatus according to claim 1, is characterized in that: the second hydraulic top (11) that described vertical loading mechanism comprises vertically disposed loader (5) and is connected with described loader (5); The oil pressure unit (10) that described horizontal addload mechanism comprises first hydraulic top (1) connected horizontally with described base mechanism and matches with described first hydraulic top (1).
4. direct shear apparatus according to claim 3, is characterized in that: described base mechanism comprises the hydraulic top counter-force base (3) supporting described first hydraulic top (1), the shear box counter-force base (9) supporting described second shear box (8) and connects the bending resistance square stiffening plate (4) of described hydraulic top counter-force base (3) and shear box counter-force base (9).
5. direct shear apparatus according to claim 3, it is characterized in that: described data acquisition mechanism comprises the horizontal pressure force sensor (2) be arranged between described first hydraulic top (1) and described first shear box (7), be arranged on the horizontal displacement sensors (14) on described second shear box (8), be arranged on the perpendicular displacement sensor (13) on described first shear box (7) lateral wall, the real-time data acquisition device (12) being arranged on the pressure at right angle sensor (16) between described second hydraulic top (11) with described horizontal bearing plate (17) and being connected with sensor.
6. direct shear apparatus according to claim 1, is characterized in that: the side of described second shear box (8) is opened fluted, and described ball (15) is arranged in described groove.
7. direct shear apparatus according to claim 4, is characterized in that: described second shear box (8) is fixed by the draw-in groove be arranged on described shear box counter-force base (9).
8. direct shear apparatus according to claim 1, is characterized in that: described first shear box (7) is the bottomless metal square box of uncovered, and described square box is formed by Plate Welding.
9. direct shear apparatus according to claim 1, is characterized in that: the upper surface of described horizontal bearing plate (17) is provided with two raised lines, and described roller bearing (6) is arranged between described raised line, and described raised line is provided with cover plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520068811.5U CN204439473U (en) | 2015-01-30 | 2015-01-30 | A kind of shift shaft type rubble railway ballast direct shear apparatus |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520068811.5U CN204439473U (en) | 2015-01-30 | 2015-01-30 | A kind of shift shaft type rubble railway ballast direct shear apparatus |
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| CN204439473U true CN204439473U (en) | 2015-07-01 |
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| CN201520068811.5U Expired - Fee Related CN204439473U (en) | 2015-01-30 | 2015-01-30 | A kind of shift shaft type rubble railway ballast direct shear apparatus |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104596868A (en) * | 2015-01-30 | 2015-05-06 | 北京交通大学 | Axis shifting type ballast direct shearing instrument |
| CN109100243A (en) * | 2018-08-22 | 2018-12-28 | 温州大学瓯江学院 | A kind of reinforced direct shear test detection method |
| CN110132759A (en) * | 2019-05-29 | 2019-08-16 | 中建八局轨道交通建设有限公司 | The shearing test device and its detection method of pre-buried channel flow on shield duct piece |
-
2015
- 2015-01-30 CN CN201520068811.5U patent/CN204439473U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104596868A (en) * | 2015-01-30 | 2015-05-06 | 北京交通大学 | Axis shifting type ballast direct shearing instrument |
| CN104596868B (en) * | 2015-01-30 | 2017-03-01 | 北京交通大学 | A kind of shift shaft type rubble railway ballast direct shear apparatus |
| CN109100243A (en) * | 2018-08-22 | 2018-12-28 | 温州大学瓯江学院 | A kind of reinforced direct shear test detection method |
| CN109100243B (en) * | 2018-08-22 | 2021-02-26 | 温州大学瓯江学院 | Detection method for reinforced direct shear test |
| CN110132759A (en) * | 2019-05-29 | 2019-08-16 | 中建八局轨道交通建设有限公司 | The shearing test device and its detection method of pre-buried channel flow on shield duct piece |
| CN110132759B (en) * | 2019-05-29 | 2024-02-09 | 中建八局轨道交通建设有限公司 | Shearing test device for pre-buried channel on shield segment and detection method thereof |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150701 |
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| CF01 | Termination of patent right due to non-payment of annual fee |