CN2420639Y - vertical external loadiing executor for channel wall rock stability analysis - Google Patents
vertical external loadiing executor for channel wall rock stability analysis Download PDFInfo
- Publication number
- CN2420639Y CN2420639Y CN 00223157 CN00223157U CN2420639Y CN 2420639 Y CN2420639 Y CN 2420639Y CN 00223157 CN00223157 CN 00223157 CN 00223157 U CN00223157 U CN 00223157U CN 2420639 Y CN2420639 Y CN 2420639Y
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- column
- stability analysis
- lifting jack
- utility
- 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 - Lifetime
Links
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The both sides of a base plate 1 of the utility model is provided with upright posts 2, the position between the middle upper parts of the upright posts 2 uses a fixed bolt 7 of a cross beam to be connected with a cross beam 3, and the top is provided with a pull beam 5. The upper side surface of the base plate 1, the two inner side surfaces of the upright posts 2 and the lower side surface of the cross beam 3 are respectively provided with a jack 6 which is communicated with an oil conduit 4. The utility model has the advantages of simple and compact structure, convenient operation, effective simulation, good authenticity, etc., and can be conveniently regulated to adapt different test pieces.
Description
The utility model relates to a kind of tunnel surrounding simulation test device, especially shows it is the vertical outer actuating unit that loads of tunnel surrounding stability analysis.
Tunnel Engineering to the horizontal plan analysis of experiments of adjoining rock stability, will provide certain scientific basis to later engineering design, construction, operation in advance.The vertical outer actuating unit that loads is rarely arranged at present, and more common is horizontal, and its test test specimen is non-adjustable, can not realize the weak points such as tunnel load test under the multiple boundary condition.
The purpose of this utility model provide a kind of vertical, and can change the vertical loading outward of tunnel surrounding stability analysis under multiple boundary condition actuating unit.
The purpose of this utility model is to realize like this, erect on its base both sides column, between the column middle and upper part with the crossbeam set bolt connect crossbeam, straining beam is arranged at the top, base upper side, column two medial surfaces, crossbeam downside all device lifting jack is arranged, lifting jack is connected with oil pipe and voltage stabilizer.
The utility model in order to make different big small specimens, is regulated the height of crossbeam, and the crossbeam lifting lifting jack that is communicated with oil pipe is arranged at column lateral surface device.
The utility model, convenient for specimen test, at base upper side, column two medial surfaces, device has the rail seat.
When the utility model uses, the oil pump output oil pipe is communicated with lifting jack and crossbeam lifting lifting jack in advance, in sending into test specimen in the utility model by means of the rail seat, according to the test specimen size, utilize crossbeam lifting lifting jack to transfer the crossbeam height, be connected on the column with the crossbeam set bolt, utilize voltage stabilizer and oil pump output pressure to change simultaneously or single change, at this moment lifting jack is exerted oneself has different loadings, unloading test to test specimen, and tunnel load test under the multiple border is provided.
The utility model compared with prior art, and is simple and compact for structure, can conveniently regulate to adapt to different test specimens easy and simple to handle can effectively simulation the, characteristics such as authenticity is good.
Below in conjunction with accompanying drawing the utility model is further specified.
Accompanying drawing is the utility model structural representation.
Among the figure: 1-base 2-column 3-crossbeam 4-oil pipe 5-straining beam 6-lifting jack 7-crossbeam set bolt 8-crossbeam lifting lifting jack 9-rail seat 10-test specimen 11-voltage stabilizer
As shown in drawings, base 1 upper side is equipped with column 2, rail seat 9, lifting jack 6, column 2 middle part medial surface devices have lifting jack 6, middle and upper part device with crossbeam 3, the top arrangement of crossbeam set bolt 7 straining beam 5, lateral surface device crossbeam lifting lifting jack 8 to be arranged, and crossbeam 3 medial surface devices have lifting jack 6.
Claims (3)
1. the vertical outer actuating unit that loads of a tunnel surrounding stability analysis, it is characterized in that its base (1) both sides are perpendicular has a column (2), with crossbeam set bolt (7) connection crossbeam (3), top straining beam (5) is arranged between column (2) middle and upper part, base (1) upper side, column (2) two medial surfaces, crossbeam (3) downside all device lifting jack (6) is arranged, lifting jack (6) is connected with oil pipe (4) and voltage stabilizer (11).
2. the vertical outer actuating unit that loads of a kind of tunnel surrounding stability analysis according to claim 1 is characterized in that column (2) lateral surface device has the crossbeam lifting lifting jack (8) that is communicated with oil pipe (4).
3. the vertical outer actuating unit that loads of a kind of tunnel surrounding stability analysis according to claim 1 is characterized in that base (1) upper side, column (2) two medial surfaces, and device has rail seat (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00223157 CN2420639Y (en) | 2000-05-29 | 2000-05-29 | vertical external loadiing executor for channel wall rock stability analysis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00223157 CN2420639Y (en) | 2000-05-29 | 2000-05-29 | vertical external loadiing executor for channel wall rock stability analysis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2420639Y true CN2420639Y (en) | 2001-02-21 |
Family
ID=33587751
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00223157 Expired - Lifetime CN2420639Y (en) | 2000-05-29 | 2000-05-29 | vertical external loadiing executor for channel wall rock stability analysis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2420639Y (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100587461C (en) * | 2006-08-25 | 2010-02-03 | 同济大学 | Tunnel lining component high-temperature mechanical property testing system |
| CN101886996A (en) * | 2010-05-31 | 2010-11-17 | 付志亮 | Triaxial compression rheological test system capable of simulating engineering geological environment |
| CN101667220B (en) * | 2009-09-22 | 2011-04-27 | 同济大学 | Simulation method of shield tunnel joint structure |
| CN102587932A (en) * | 2012-02-02 | 2012-07-18 | 西南交通大学 | Loading frame for tunnel lining model test |
| CN102589913A (en) * | 2012-01-31 | 2012-07-18 | 西南交通大学 | Horizontal tunnel lining model test platform modularization loading machine frame |
| CN104297051A (en) * | 2014-09-25 | 2015-01-21 | 浙江科技学院 | Tunnel model experiment loading device |
| CN104614244A (en) * | 2015-02-13 | 2015-05-13 | 武汉科技大学 | High-stress roadway stability similarity simulation test device and method |
| CN105043884A (en) * | 2015-08-26 | 2015-11-11 | 宁波交通工程建设集团有限公司 | Testing device for carrying capacity of comprehensive pipe gallery and pipe joint and application method |
| CN107957368A (en) * | 2017-10-11 | 2018-04-24 | 北京交通大学 | Simulation tunnel passes through the experimental rig of multigroup bad ground |
| CN108414362A (en) * | 2018-03-09 | 2018-08-17 | 安徽理工大学 | A kind of multipurpose model test platform |
-
2000
- 2000-05-29 CN CN 00223157 patent/CN2420639Y/en not_active Expired - Lifetime
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100587461C (en) * | 2006-08-25 | 2010-02-03 | 同济大学 | Tunnel lining component high-temperature mechanical property testing system |
| CN101667220B (en) * | 2009-09-22 | 2011-04-27 | 同济大学 | Simulation method of shield tunnel joint structure |
| CN101886996A (en) * | 2010-05-31 | 2010-11-17 | 付志亮 | Triaxial compression rheological test system capable of simulating engineering geological environment |
| CN102589913A (en) * | 2012-01-31 | 2012-07-18 | 西南交通大学 | Horizontal tunnel lining model test platform modularization loading machine frame |
| CN102587932A (en) * | 2012-02-02 | 2012-07-18 | 西南交通大学 | Loading frame for tunnel lining model test |
| CN104297051A (en) * | 2014-09-25 | 2015-01-21 | 浙江科技学院 | Tunnel model experiment loading device |
| CN104614244A (en) * | 2015-02-13 | 2015-05-13 | 武汉科技大学 | High-stress roadway stability similarity simulation test device and method |
| CN104614244B (en) * | 2015-02-13 | 2017-04-12 | 武汉科技大学 | High-stress roadway stability similarity simulation test device and method |
| CN105043884A (en) * | 2015-08-26 | 2015-11-11 | 宁波交通工程建设集团有限公司 | Testing device for carrying capacity of comprehensive pipe gallery and pipe joint and application method |
| CN105043884B (en) * | 2015-08-26 | 2017-11-10 | 宁波交通工程建设集团有限公司 | Pipe gallery tube coupling load carrying capacity test device and application method |
| CN107957368A (en) * | 2017-10-11 | 2018-04-24 | 北京交通大学 | Simulation tunnel passes through the experimental rig of multigroup bad ground |
| CN107957368B (en) * | 2017-10-11 | 2019-12-17 | 北京交通大学 | Test device for simulating tunnel to penetrate through multiple groups of complex stratums |
| CN108414362A (en) * | 2018-03-09 | 2018-08-17 | 安徽理工大学 | A kind of multipurpose model test platform |
| CN108414362B (en) * | 2018-03-09 | 2020-07-14 | 安徽理工大学 | Multipurpose model test platform |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2420639Y (en) | vertical external loadiing executor for channel wall rock stability analysis | |
| CN105442460A (en) | Anti-overturning strengthening method for single-column pier bridge | |
| CN201279816Y (en) | Arcuated heating press | |
| CN204660565U (en) | A kind of vertical-compression type trash compactor | |
| CN2882988Y (en) | Hydraulic press | |
| CN201433059Y (en) | Device for plugging and unplugging long pin shaft between main platform and mast in crane | |
| CN2130167Y (en) | U-type hydraulic lift platform | |
| CN103499461A (en) | Reaction frame platform with movable bottom cushion plate | |
| CN204728216U (en) | Large-scale truss support device | |
| CN1276153C (en) | Supporting type labyrinth barrage | |
| CN206654683U (en) | Adjustable isolator operating mechanism erecting device | |
| CN201307081Y (en) | Half box type static load test device | |
| CN221529634U (en) | But large-scale dry-type transformer of whole portable marine | |
| CN205558400U (en) | Simple and easy two -layer garage | |
| CN2450036Y (en) | Quick hydraulic jack | |
| CN2502271Y (en) | Slop type discharge mechanism | |
| CN211283561U (en) | Can reduce formula hydraulic jacking device that stretches into of operation face | |
| CN209583490U (en) | A kind of portable jack | |
| CN211035048U (en) | Lifting platform | |
| CN216180364U (en) | Supporting table for architectural decoration | |
| CN207375715U (en) | A kind of cable channel cover plate turning device | |
| CN108824500B (en) | Combined counter-force loading device for supporting beam | |
| CN221658607U (en) | Positioning device for positioning battery case | |
| CN2415068Y (en) | Medium support and side support structure for grid | |
| CN219506591U (en) | Telescopic handle structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Granted publication date: 20010221 |