CN205679468U - A kind of anchor rod drawing test hydraulic support device - Google Patents
A kind of anchor rod drawing test hydraulic support device Download PDFInfo
- Publication number
- CN205679468U CN205679468U CN201620558210.7U CN201620558210U CN205679468U CN 205679468 U CN205679468 U CN 205679468U CN 201620558210 U CN201620558210 U CN 201620558210U CN 205679468 U CN205679468 U CN 205679468U
- Authority
- CN
- China
- Prior art keywords
- bearing plate
- upper bearing
- hydraulic support
- support device
- anchor rod
- 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
Links
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model discloses a kind of anchor rod drawing test hydraulic support device, it includes bearing plate, the upper surface of described upper bearing plate is provided with circular horizontal instrument, the bottom of described upper bearing plate is provided with three hydraulic support devices, it is hinged on lower bearing plate by spherical hinge structure bottom the hydraulic pressure support bar of described hydraulic support device, described upper bearing plate is equilateral triangle, and the center of upper bearing plate is provided with manhole.Equipment anchor pole and jack in installation and drawing process is made on the same axis, to make displacement amesdial and anchor pole not have sliding.This device is simple to operate, can effectively improve work efficiency.
Description
Technical field
This utility model is a kind of anchor rod drawing test hydraulic support device, belongs to anchor rod drawing test field.
Background technology
When carrying out anchor rod drawing test, generally use pre-designed bearing plate and carry out installation test device, no
Assay device can be changed, such as when the experimental site poured in advance is tested, owing to pouring face along with the environment of experiment
Out-of-flatness can cause the anchor pole can not be vertical, offset.Can offset when utilizing amesdial to gather data, thus cause
Experimental data is inaccurate.In experimentation, the adhesion strength between anchoring body and country rock body is high, causes anchor pole in drawing
Cheng Zhonghui surrenders, and elastic plastic strain occurs, causes displacement excessive, after exceeding the range of jack, due to the height of pressure-bearing platform
Can not change and cause test not proceed, only after adding cushion block, then continue in the range ability of jack after release
Carry out, but too big due to pulling capacity in test, and common brick is when cushion block comprcssive strength is not by during applying power
Cushion block is crushed.Furthermore during installing anchor pole, owing to bearing plate is that overall must passing from anchor pole top is installed,
Installing trouble, early stage installment work bothers, and later stage work amount is big, and test accuracy is the highest.So, a kind of simple quick installation of design
Anchor rod drawing assay device has realistic meaning.
Utility model content
For meeting the requirement of existing experimental condition, this utility model provides a kind of anchor rod drawing test hydraulic support device,
Equipment anchor pole and jack in installation and drawing process is made on the same axis, to make displacement amesdial and anchor pole not have cunning
Move.This device is simple to operate, can effectively improve work efficiency.
In order to solve above-mentioned technical problem, the utility model proposes techniques below scheme: a kind of anchor rod drawing tests hydraulic pressure
Support means, it includes that bearing plate, the upper surface of described upper bearing plate are provided with circular horizontal instrument, the end of described upper bearing plate
Portion is provided with three hydraulic support devices, is hinged on down by spherical hinge structure bottom the hydraulic pressure support bar of described hydraulic support device
On bearing plate, described upper bearing plate is equilateral triangle, and the center of upper bearing plate is provided with manhole.
Described spherical hinge structure includes being arranged at the bulb bottom hydraulic pressure support bar, described bulb be arranged on lower bearing plate
Ball groove match.
Described upper bearing plate uses split type structure, and it includes left-half and right panel part, described left-half and the right side
Plate part assembles and forms equilateral triangle, and three angles of described equilateral triangle are arc-shaped, and described two halves part is bolted
It is connected.
The top of described hydraulic pressure support bar is welded and fixed by the lower end surface of welding with upper bearing plate.
Described upper bearing plate uses steel plate materials to make.
This utility model has the advantages that:
Utilize this device, make equipment anchor pole and jack in installation and drawing process on the same axis, make displacement thousand
Point table and anchor pole do not have sliding, simultaneously by upper bearing plate use package assembly can make during anchor pole is installed without
Make assay device must be passed by anchor pole top, anchor pole can be made by upper bearing plate center by package assembly, then lead to
Cross bolt and connect two steel plates.Jack can be caused to exceed range due to the intensity of anchoring body in process of the test, exceed range
After due to the non-adjustable height of bearing, cause adding cushion block and test just can be made to proceed, the hydraulic system utilizing this device can
To solve this problem, regulation bearing height, proceed test after pressure release.This device alleviates labor intensity, improves adjustment
Efficiency, improve Adjustment precision, Adjustment effect is good, conveniently moving, simple in construction.
Accompanying drawing explanation
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is this utility model apparatus structure schematic diagram.
Fig. 2 is this structure top view.
Fig. 3 is the detail drawing that in this structure, bearing plate assembles contact surface.
Fig. 4 is that this structure ball-joint structure connects detail drawing.
Fig. 5 is the profile that in this structure, bearing plate assembles contact surface.
In figure: upper bearing plate 1, circular horizontal instrument 2, hydraulic support device 3, hydraulic pressure support bar 4, lower bearing plate 5, circle are logical
Hole 6, bulb 7, ball groove 8, bolt 9, left-half 101, right panel part 102.
Detailed description of the invention
Below in conjunction with the accompanying drawings embodiment of the present utility model is described further.
As Figure 1-5, a kind of anchor rod drawing test hydraulic support device, it is characterised in that: include bearing plate 1, on
Being provided with circular horizontal instrument 2 on bearing plate 1, upper bearing plate 1 is positioned on three hydraulic support devices 3, the end of hydraulic pressure support bar 4
Portion is connected to lower bearing plate 5 by ball-joint structure, and described upper bearing plate 1 is equilateral triangle, and the heart of above bearing plate 1 is circle
The heart arranges manhole 6.
Preferably, described hydraulic cylinder welds with upper bearing plate 1, and described upper bearing plate 1 is designed as equilateral triangle and three
Dihedral heart goes out to arrange circular duct, and upper bearing plate 1 uses can load and unload design.
Preferably, described upper bearing plate 1 uses split type structure, and it includes left-half 101 and right panel part 102, institute
Stating left-half 101 and right panel part 102 assembles and forms equilateral triangle, three angles of described equilateral triangle are arc-shaped, described
Two halves part is fixedly linked by bolt 9.
Preferably, described ball-joint structure includes that the bulb 7 being designed at liquid presses piston pole 4 end is in designing at lower bearing plate
Ball groove 8 on 5, bulb 7 is connected with ball groove 8 simultaneously.
Preferably, bulb 7 and ball groove 8 design can make lower bearing plate 5 movable, can be adjusted according to the difference of contact surface.
Preferably, in process of the test, the bonding strength between anchoring body and country rock body is big, reaches range at jack
Shi Wei extracts, for avoiding artificially increasing cushion block, can be by regulation of hydraulic system bearing height, and at the beginning of pressure release makes jack recover
Begin, be further continued for test.
Preferably, upper bearing plate use package assembly can solve installation anchor pole during device must wear from end reinforced
Enter to install.
This utility model device specific works principle and work process be:
Because the lifting of device is by HYDRAULIC CONTROL SYSTEM, therefore can enter by reducing device height in the handling process of device
Row is carried, convenient and swift, the installation to anchor pole, first bolt on upper bearing plate is unclamped, and upper bearing plate is assembled by two parts,
After anchor pole is put into bearing plate manhole, tighting a bolt, upper bearing plate is assembled into one, puts into manhole at anchor pole
After, make bearing level with regulation of hydraulic system liquid presses piston pole, make bearing center and anchor pole on the same axis, pass through level indicator
See whether level, after completing, jack is placed on upper bearing plate, jack pressure release, then steps up reinforcing bar with fixture.Finally handle
The pointer of amesdial is placed on reinforcing bar upper end, amesdial zero setting.Pull-out test is carried out again with anchor rod drawing instrument.
By above-mentioned description, those skilled in the art completely can be without departing from this utility model technological thought
In the range of, carry out various change and amendment all within protection domain of the present utility model.Of the present utility model most
Matters, belong to the common knowledge of those skilled in the art.
Claims (4)
1. an anchor rod drawing test hydraulic support device, it is characterised in that: it includes bearing plate (1), described upper bearing plate
(1) upper surface is provided with circular horizontal instrument (2), and the bottom of described upper bearing plate (1) is provided with three hydraulic support devices
(3), hydraulic pressure support bar (4) bottom of described hydraulic support device (3) is hinged on lower bearing plate (5) by spherical hinge structure, institute
Stating bearing plate (1) is equilateral triangle, and the center of upper bearing plate (1) is provided with manhole (6)；
Described spherical hinge structure includes the bulb (7) being arranged at hydraulic pressure support bar (4) bottom, and described bulb (7) holds with being arranged on down
Ball groove (8) on pressing plate (5) matches.
A kind of anchor rod drawing test hydraulic support device the most according to claim 1, it is characterised in that: described upper bearing plate
(1) using split type structure, it includes left-half (101) and right panel part (102), described left-half (101) and right panel
Partly (102) assemble and form equilateral triangle, and three angles of described equilateral triangle are arc-shaped, and described two halves part passes through bolt
(9) it is fixedly linked.
A kind of anchor rod drawing test hydraulic support device the most according to claim 1, it is characterised in that: described hydraulic pressure support
The top of bar (4) is welded and fixed by the lower end surface of welding with upper bearing plate (1).
A kind of anchor rod drawing test hydraulic support device the most according to claim 1, it is characterised in that: described upper bearing plate
(1) steel plate materials is used to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620558210.7U CN205679468U (en) | 2016-06-12 | 2016-06-12 | A kind of anchor rod drawing test hydraulic support device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620558210.7U CN205679468U (en) | 2016-06-12 | 2016-06-12 | A kind of anchor rod drawing test hydraulic support device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205679468U true CN205679468U (en) | 2016-11-09 |
Family
ID=57435441
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620558210.7U Expired - Fee Related CN205679468U (en) | 2016-06-12 | 2016-06-12 | A kind of anchor rod drawing test hydraulic support device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205679468U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106643415A (en) * | 2017-02-22 | 2017-05-10 | 中国水利水电第五工程局有限公司 | Anchor pole anti-pull-force displacement test device |
| CN107387140A (en) * | 2017-09-05 | 2017-11-24 | 湖南科技大学 | A kind of multi-cylinder anchor rod hydraulic tensioning equipment and anchor pole method for stretching |
| CN108519286A (en) * | 2018-04-27 | 2018-09-11 | 中国信息通信研究院 | A kind of load test equipment and test method for chute |
| CN111811805A (en) * | 2020-07-22 | 2020-10-23 | 河南华正工程试验检测有限责任公司 | Novel spike withdrawal resistance test device for subway |
| CN112014220A (en) * | 2020-08-26 | 2020-12-01 | 中交第二航务工程局有限公司 | Leveling device for anchor rod drawing detection and construction method |
| CN112179776A (en) * | 2020-10-10 | 2021-01-05 | 中铁二十局集团有限公司 | Anchor rod drawing test device |
-
2016
- 2016-06-12 CN CN201620558210.7U patent/CN205679468U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106643415A (en) * | 2017-02-22 | 2017-05-10 | 中国水利水电第五工程局有限公司 | Anchor pole anti-pull-force displacement test device |
| CN107387140A (en) * | 2017-09-05 | 2017-11-24 | 湖南科技大学 | A kind of multi-cylinder anchor rod hydraulic tensioning equipment and anchor pole method for stretching |
| CN108519286A (en) * | 2018-04-27 | 2018-09-11 | 中国信息通信研究院 | A kind of load test equipment and test method for chute |
| CN111811805A (en) * | 2020-07-22 | 2020-10-23 | 河南华正工程试验检测有限责任公司 | Novel spike withdrawal resistance test device for subway |
| CN112014220A (en) * | 2020-08-26 | 2020-12-01 | 中交第二航务工程局有限公司 | Leveling device for anchor rod drawing detection and construction method |
| CN112014220B (en) * | 2020-08-26 | 2023-03-17 | 中交第二航务工程局有限公司 | Leveling device for anchor rod drawing detection and construction method |
| CN112179776A (en) * | 2020-10-10 | 2021-01-05 | 中铁二十局集团有限公司 | Anchor rod drawing test device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205679468U (en) | A kind of anchor rod drawing test hydraulic support device | |
| CN102621010B (en) | Multifunctional testing machine for deep surrounding rock anchoring performance | |
| CN202599766U (en) | Multifunctional test machine for anchorage performance of deep surrounding rock | |
| CN104833577B (en) | A kind of plastic inspection well compbined test detection means | |
| CN103398908A (en) | Steel-concrete composite column anti-seismic anti-torsion test loading device and manufacturing method thereof | |
| CN105699203B (en) | A kind of experimental rig and method for measuring construction material compression strength under confined pressure | |
| CN102706734A (en) | Loading test device and method of asymmetric lateral-force-resisting structure | |
| CN204255765U (en) | A kind of load test device of structural member otic placode | |
| CN205642868U (en) | Two -way load combined action capability test device of herringbone post node | |
| CN205642990U (en) | A extensometer for rock compression test | |
| CN110196225B (en) | Device and method for testing bonding strength of rock and sprayed concrete contact surface | |
| CN110174304B (en) | Multifunctional test system for concrete creep | |
| CN103439105A (en) | Axial follow-up space loading device | |
| CN201757714U (en) | Ground anchor type static load testing device | |
| CN108387454A (en) | A kind of novel structural elements and shield duct piece experimental system | |
| CN201298006Y (en) | Multi-angle pavement structure layer shear testing mold | |
| CN102704412B (en) | Construction process for lifting broken pillars of bridge | |
| CN107044906B (en) | Device and method for loading and unloading test of supergravity field vibrating table | |
| CN104880318A (en) | Movable support adjusting device of diesel engine | |
| CN110376074A (en) | Full-size vertical component high-temperature loading system | |
| CN209690147U (en) | A kind of test device of Tunnel and soil property country rock adhesion strength | |
| CN207923611U (en) | A kind of novel structural elements and shield duct piece experimental provision | |
| CN205839819U (en) | A kind of loading connecting structure for spread foundation full scale test | |
| CN201348545Y (en) | Angle steel member compression bearing capacity test loading device | |
| CN203616149U (en) | Test loading device for below-train fuel tank of fuel motor train unit |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161109 Termination date: 20170612 |