CN208443653U - A kind of levelling device for the test of exposed anchor rod drawing - Google Patents
A kind of levelling device for the test of exposed anchor rod drawing Download PDFInfo
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- CN208443653U CN208443653U CN201821266372.9U CN201821266372U CN208443653U CN 208443653 U CN208443653 U CN 208443653U CN 201821266372 U CN201821266372 U CN 201821266372U CN 208443653 U CN208443653 U CN 208443653U
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- anchor rod
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Abstract
The utility model discloses a kind of levelling devices for the test of exposed anchor rod drawing, drawing instrument is cooperated to use, complete the pull-out test to exposed anchor pole, including support plate, adjustable plate and at least three leveling bolts, the first through hole matched with exposed anchor pole is equipped in the support plate, adjustable plate, it is fixedly connected between the support plate and adjustable plate by connection component, the adjustable plate is equipped with the threaded hole matched with leveling bolt, and each leveling bolt is separately mounted in the threaded hole;In in support plate, exposed anchor pole sequentially passes through the first through hole on adjustable plate and support plate and is mounted in the anchor pole measured hole of drawing instrument the pedestal support of the drawing instrument.Present apparatus structure is simple, it is easy to use, it solves the problems, such as because the out-of-flatness of building-site base surface or rockbolt installation angle are different to be difficult to that anchor rod drawing instrument is installed, ensure that anchor rod drawing instrument, anchor pole axis is vertical with the plane where support plate in use, improves the accuracy of detection data.
Description
Technical field
The utility model relates to anchor rod drawing measure test field, in particular to it is a kind of for exposed anchor rod drawing test
Levelling device.
Background technique
When side slope, country rock or underground engineering, which are needed, need to carry out pull-out test with exposed anchor pole, due to because of gunite concrete
Lead to the out-of-flatness of field basic face or rockbolt installation angle difference and is difficult to that anchor rod drawing instrument is installed, even if reluctantly after installation,
Since the pulling force that base surface out-of-flatness causes anchor pole to receive is uneven, thus the examination of the anchor rod drawing displacement measured and pulling capacity
Data inaccuracy is tested, this can cause serious influence to engineering.And the pull-out test main purpose of anchor pole is exactly to ensure engineering
Quality prevents the phenomenon that using inferior materials and turning out substandard goods, therefore in the case where base surface out-of-flatness or different rockbolt installation angle, how to assist
Drawing instrument is installed, realizes that the axis of the exposed anchor pole of any angle can be vertical with the plane that drawing instrument is installed, and can be carried out
Accurate pull-out test is very required.
Also the installation of monitoring device is related in current open source literature and protects related content, such as application No. is
200920103326.1 Chinese patent, discloses a kind of anchor rod strength test device, and specially a kind of anchor rod drawing instrument solves
The problems such as stress generally existing in anchor rod drawing is unbalance, anchor pole protruded length deficiency causes test difficulty to increase, wherein
The first power transmission backing plate, the second power transmission backing plate and third power transmission backing plate belong to the anchor rod drawing instrument, be not independent device, and
When being not directed to base surface out-of-flatness or rockbolt installation angle difference, how to adjust drawing instrument makes the mounting plane and anchor pole of drawing instrument
The vertical problem of axis.
For another example application No. is 201310285757.5 Chinese patents, a kind of anchor rod drawing backing plate are disclosed, by plastic cement material
Material is made, and backing plate is the rectangular parallelepiped structure of four identical end feets of band, which can reduce anchor rod drawing test period
And cost, the anchor pole shorter to reserved part also can be carried out test, are not directed to and are difficult to pacify because rockbolt installation angle is different
The problem of filling anchor rod drawing instrument.
For another example application No. is 201620558210.7 Chinese patents, disclose a kind of anchor rod drawing test hydraulic pressure support dress
It sets, drawing instrument equipment anchor pole and jack in installation and drawing process is made on the same axis, to make to be displaced amesdial and anchor pole
Be not in sliding, during the test since the intensity of anchoring body will lead to jack more than range, be more than after range by
In the non-adjustable height of support, cause must cushioning block can just make test continue, be not directed to installation drawing instrument base surface
Out-of-flatness or rockbolt installation angle are different and be difficult to the problems such as installing anchor rod drawing instrument, and the mounting plane for being less related to drawing instrument can
The problem of adjustment.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide a kind of for the test of exposed anchor rod drawing
Levelling device can solve in working as side slope, country rock or underground engineering due to because gunite concrete causes field basic face uneven
Whole or rockbolt installation angle is different and is difficult to the problems such as installing anchor rod drawing instrument, can solve exposed anchor pole at any angle
The vertical problem of plane that can be installed with drawing instrument of axis.
The purpose of this utility model is achieved through the following technical solutions: it is a kind of for exposed anchor rod drawing test
Levelling device, cooperation drawing instrument use, and complete the pull-out test to exposed anchor pole, including support plate, adjustable plate and at least three
Leveling bolt, is equipped with the first through hole matched with exposed anchor pole in the support plate, adjustable plate, the support plate and adjusts
It is fixedly connected between plate by connection component, the adjustable plate is equipped with the threaded hole matched with leveling bolt, each to adjust
Flat bolt is separately mounted in the threaded hole;The pedestal support of the drawing instrument is in the support plate, and exposed anchor pole is successively
First through hole on adjustable plate and support plate is simultaneously mounted in the anchor pole measured hole of drawing instrument.
Further, including backing plate, backing plate are set between the leveling bolt and wall, the backing plate be equipped with it is outer
The second through-hole that dew anchor pole matches, exposed anchor pole sequentially pass through on the second through-hole and adjustable plate and support plate on the backing plate
First through hole and be mounted in the anchor pole measured hole of drawing instrument.
Further, the wall is country rock or side slope.
Further, the support plate and adjustable plate are steel panel.
Further, the connection component is seamless steel pipe.
Further, the thickness of the support plate and adjustable plate is more than or equal to 30mm, and the diameter of seamless steel pipe is 28mm.
Further, the support plate, adjustable plate and backing plate are light metal plate.
The beneficial effects of the utility model are:
1) in the various building-sites such as side slope, country rock or underground engineering, anchor pole can pass through the device at any angle
It realizes the installation of exposed anchor rod drawing instrument, keeps plane where support plate with anchor pole axis vertical by adjusting leveling bolt, then
The plane of drawing instrument installation is vertical with the axis of exposed anchor pole, to make exposed anchor pole by uniform pulling force, ensure that test
The drawing force value of the anchor rod drawing instrument obtained and the accuracy of displacement can really reflect the vertical of value of thrust and exposed anchor pole
Displacement.
2) device is used in the horizontal plane for the support plate for installing drawing instrument in exposed anchor by adjusting leveling bolt
The axis of bar is equally applicable to solve side slope, the field basic face as caused by gunite concrete etc. in country rock or underground engineering
Out-of-flatness and be difficult to the problem of installing exposed anchor rod drawing instrument, since base surface is uneven be difficult to that anchor rod drawing instrument is installed before making
Anchor pole can with normal mounting and use anchor rod drawing instrument.
3) after device installation, drawing value is measured using exposed anchor rod drawing instrument and displacement will not be again by other power
Influence, improve the accuracy of test data, while expanding the use scope of exposed anchor rod drawing instrument again.
4) in the various building-sites such as side slope, country rock or underground engineering, since bottom concrete out-of-flatness or bottom are mixed
Solidifying soil intensity is inadequate, and the adjusting screw rod on adjustable plate can not directly act on bottom concrete, and a backing plate is arranged to disperse to prop up
Screw rod is supportted to the extrusion stress of surface of wall, above-mentioned technical problem can be solved perfectly.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is mounting structure schematic diagram when embodiment 1 does not install backing plate;
Fig. 3 is mounting structure schematic diagram when embodiment 2 is mounted with backing plate;
In figure, 1- support plate, 2- adjustable plate, 3- leveling bolt, 4- first through hole, 5- connection component, 6- drawing instrument, outside 7-
Reveal anchor pole, 8- backing plate, the second through-hole of 9-, 10- wall.
Specific embodiment
Below in conjunction with embodiment, the technical solution of the utility model is clearly and completely described, it is clear that retouched
The embodiment stated is only the utility model a part of the embodiment, instead of all the embodiments.Based in the utility model
Embodiment, those skilled in the art's every other embodiment obtained under the premise of not making the creative labor, all belongs to
In the range of the utility model protection.
Refering to fig. 1-3, the utility model provides a kind of technical solution:
Embodiment 1
As shown in Figs. 1-2, a kind of levelling device of exposed anchor rod drawing test, cooperation drawing instrument 6 are used, are completed to exposed
The pull-out test of anchor pole 7, including support plate 1, adjustable plate 2 and at least three leveling bolts 3, in the support plate 1, adjustable plate 2
It is equipped with the first through hole 4 matched with exposed anchor pole 7, it is fixed by connection component 5 between the support plate 1 and adjustable plate 2
Connection, the adjustable plate 2 are equipped with the threaded hole matched with leveling bolt 3, and each leveling bolt 3 is separately mounted to described
In threaded hole;For the pedestal support of the drawing instrument 6 in the support plate 1, exposed anchor pole 7 sequentially passes through adjustable plate 2 and support
First through hole 4 on plate 1 is simultaneously mounted in the anchor pole measured hole of drawing instrument 6.The leveling bolt 3 is placed in the country rock or side slope
Wall 10 on.
Preferably, the support plate 1 and adjustable plate 2 are steel panel, and the connection component 5 is seamless steel pipe, the tune
Section bolt can be set to 4, be evenly distributed on the surrounding of adjustable plate, and the thickness of the support plate 1 and adjustable plate 2 is more than or equal to
30mm, it is too thin, when anchor rod drawing power is excessive support plate 1 and adjustable plate 3 can deform, cause drawing instrument can not normal use, it is excellent
Selecting 30mm to do test can achieve technical requirements, and the diameter of thickness seamless steel pipe may be designed as 28mm.The thickness of backing plate 8 and institute
The thickness for stating support plate 1 and adjustable plate 2 is equivalent, and the support plate 1, adjustable plate 2 are designed as light metal plate.
Embodiment 2
As shown in figure 3,2 difference from Example 1 of embodiment is, backing plate 8 is increased on the device of embodiment 1,
Backing plate 8 is set between the leveling bolt 3 and wall 10, and it is logical that the backing plate 8 is equipped with second matched with exposed anchor pole 7
Hole 9, exposed anchor pole 7 sequentially pass through the second through-hole 9 on the backing plate 8 and the first through hole 4 on adjustable plate 2 and support plate 1 simultaneously
It is mounted in the anchor pole measured hole of drawing instrument 6, the wall 10 is country rock or side slope.The support plate 1, adjustable plate 2 and pad
Plate 8 can may be light metal plate for steel panel.Preferably aluminium sheet or aluminium alloy plate, at this time support plate 1 and adjustable plate
It is fixedly connected between 2 by connection component, can choose the connection type of welding, the effect of setting backing plate 8 is: if side slope, enclosing
The various building-sites such as rock or underground engineering, since bottom concrete out-of-flatness or bottom concrete intensity are inadequate, adjustable plate 2
On adjusting screw rod 3 can not directly act on bottom concrete, be arranged a backing plate 8 with disperse adjust bolt to surface of wall
Above-mentioned technical problem can be solved perfectly in extrusion stress, and backing plate 8 is made to support adjusting screw rod 3.
When the device carries out pull-out test in the working environments such as side slope, country rock or underground engineering, exposed anchor pole is assisted to draw
The step of pulling out when instrument is installed are as follows:
1. first making second through-hole 9 of the exposed anchor pole 7 on backing plate 8 install support backing plate 8(to use in embodiment 1
This step is omitted when device).
2. exposed anchor pole 7 is made to pass through the first through hole 4 in support plate 1 and adjustable plate 2 again, then drawing instrument 6 is mounted on branch
On fagging 1, it is installed on exposed anchor pole 7 in the anchor pole measured hole of drawing instrument 6, according to exposed anchor pole 7 at the angle that base surface is inserted into
Degree adjusts adjusting screw rod 3, makes the central axis upright of exposed 7 anchor pole in the horizontal plane of support plate 1.
Different work-yards may be implemented by above step, exposed anchor rod drawing instrument is perfectly installed, this is practical certainly
The place of other all base surface out-of-flatnesses of new application installing anchor rod drawing instrument be all it is applicable, on side slope, country rock or ground
The building-sites such as lower engineering, anchor pole can realize the installation of exposed anchor rod drawing instrument by the device at any angle, make
The axis of exposed anchor pole can be vertical with the plane that drawing instrument is installed, so that exposed anchor pole be made to receive uniform pulling force, ensure that
The drawing force value and displacement accuracy of anchor rod drawing instrument obtained is tested, can really reflect hanging down for value of thrust and exposed anchor pole
Straight displacement.
The above is only the preferred embodiment of the utility model, it should be understood that the utility model is not limited to herein
Disclosed form, should not be regarded as an exclusion of other examples, and can be used for other combinations, modifications, and environments, and
Can be in contemplated scope described herein, modifications can be made through the above teachings or related fields of technology or knowledge.And this field
The modifications and changes that personnel are carried out do not depart from the spirit and scope of the utility model, then all should be in right appended by the utility model
It is required that protection scope in.
Claims (8)
1. a kind of levelling device for the test of exposed anchor rod drawing, cooperation drawing instrument (6) use, complete to exposed anchor pole (7)
Pull-out test, which is characterized in that including support plate (1), adjustable plate (2) and at least three leveling bolts (3), the support plate
(1), the first through hole (4) matched with exposed anchor pole (7), the support plate (1) and adjustable plate are equipped on adjustable plate (2)
(2) it is fixedly connected between by connection component (5), the adjustable plate (2) is equipped with the spiral shell matched with the leveling bolt (3)
Pit, each leveling bolt (3) are separately mounted in the threaded hole;The pedestal support of the drawing instrument (6) is in the support plate
(1) on, exposed anchor pole (7) sequentially passes through the first through hole (4) on adjustable plate (2) and support plate (1) and is mounted on drawing instrument (6)
Anchor pole measured hole in.
2. the levelling device according to claim 1 for the test of exposed anchor rod drawing, which is characterized in that further include backing plate
(8), backing plate (8) is set between the leveling bolt (3) and wall (10), and the backing plate (8) is equipped with and exposed anchor pole (7)
The second through-hole (9) matched, exposed anchor pole (7) sequentially pass through the second through-hole (9) and adjustable plate (2) on the backing plate (8)
With the first through hole (4) on support plate (1) and be mounted in the anchor pole measured hole of drawing instrument (6).
3. the levelling device according to claim 2 for the test of exposed anchor rod drawing, which is characterized in that the wall
It (10) is country rock or side slope.
4. the levelling device according to claim 1 or 2 for the test of exposed anchor rod drawing, which is characterized in that the branch
Fagging (1) and adjustable plate (2) are steel panel.
5. the levelling device according to claim 4 for the test of exposed anchor rod drawing, which is characterized in that the connection group
Part (5) is seamless steel pipe.
6. the levelling device according to claim 5 for the test of exposed anchor rod drawing, which is characterized in that the support plate
(1) and the thickness of adjustable plate (2) is more than or equal to 30mm, and the diameter of seamless steel pipe is 28mm.
7. the levelling device according to claim 2 for the test of exposed anchor rod drawing, which is characterized in that the support plate
(1), adjustable plate (2) and backing plate (8) are light metal plate.
8. the levelling device according to claim 7 for the test of exposed anchor rod drawing, which is characterized in that the support plate
(1), adjustable plate (2) and backing plate (8) are aluminium sheet or aluminium alloy plate.
Priority Applications (1)
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CN201821266372.9U CN208443653U (en) | 2018-08-07 | 2018-08-07 | A kind of levelling device for the test of exposed anchor rod drawing |
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CN201821266372.9U CN208443653U (en) | 2018-08-07 | 2018-08-07 | A kind of levelling device for the test of exposed anchor rod drawing |
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CN201821266372.9U Active CN208443653U (en) | 2018-08-07 | 2018-08-07 | A kind of levelling device for the test of exposed anchor rod drawing |
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Cited By (7)
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CN110454230A (en) * | 2019-08-30 | 2019-11-15 | 武汉科技大学 | A kind of real-time monitoring and prior-warning device of mine working roof delamination |
CN111220470A (en) * | 2020-03-26 | 2020-06-02 | 中水东北勘测设计研究有限责任公司 | Appearance is drawn to portable variable diameter stock |
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 |
CN113324681A (en) * | 2021-05-28 | 2021-08-31 | 法施达科技有限公司 | Anchoring safety detection method for overhead contact system davit anchoring part |
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2018
- 2018-08-07 CN CN201821266372.9U patent/CN208443653U/en active Active
Cited By (11)
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CN110454230A (en) * | 2019-08-30 | 2019-11-15 | 武汉科技大学 | A kind of real-time monitoring and prior-warning device of mine working roof delamination |
CN110454230B (en) * | 2019-08-30 | 2024-02-23 | 武汉科技大学 | Real-time monitoring and early warning device for mine roadway roof separation layer |
CN111220470A (en) * | 2020-03-26 | 2020-06-02 | 中水东北勘测设计研究有限责任公司 | Appearance is drawn to portable variable diameter stock |
CN111220470B (en) * | 2020-03-26 | 2024-05-03 | 中水东北勘测设计研究有限责任公司 | Portable variable-diameter anchor rod drawing instrument |
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 |
CN113324681A (en) * | 2021-05-28 | 2021-08-31 | 法施达科技有限公司 | Anchoring safety detection method for overhead contact system davit anchoring part |
CN113324681B (en) * | 2021-05-28 | 2022-04-26 | 法施达科技有限公司 | Anchoring safety detection method for overhead contact system davit anchoring part |
CN114704715A (en) * | 2022-04-06 | 2022-07-05 | 重庆交通大学 | Leveling device for assisting precision measurement of low-frequency micro-vibration sensor |
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