CN209457057U - A kind of portable anchored pile-testing method static-load testing device - Google Patents
A kind of portable anchored pile-testing method static-load testing device Download PDFInfo
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- CN209457057U CN209457057U CN201822063778.3U CN201822063778U CN209457057U CN 209457057 U CN209457057 U CN 209457057U CN 201822063778 U CN201822063778 U CN 201822063778U CN 209457057 U CN209457057 U CN 209457057U
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- fixedly connected
- fixed plate
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- accommodating box
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- 238000012360 testing method Methods 0.000 title claims abstract description 76
- 238000004088 simulation Methods 0.000 claims abstract description 48
- 239000002689 soil Substances 0.000 claims abstract description 41
- 238000004873 anchoring Methods 0.000 claims description 23
- 239000007787 solid Substances 0.000 claims 4
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000003825 pressing Methods 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 240000005373 Panax quinquefolius Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model belongs to engineering test technical field, in particular a kind of portable anchored pile-testing method static-load testing device, including support component and test assembly, the support component includes accommodating box, fixed plate, upper end cover, hinge, universal wheel, push rod, hydraulic station, storage tank and holds chamber door, the top surface of the accommodating box is fixedly connected with the fixed plate, and the upper end cover is hinged by the hinge and the fixed plate；The utility model upper end cover can be used as record blank and use after opening by hinge, when not in use, by upper end cover and after holding chamber door closing, it holds push rod and short-distance movement is carried out to device by universal wheel, so that device is easy to remove, the utility model is during the test, soil sample case is extracted out, corresponding soil layer is laid with according to test requirements document, simulation examination column is placed in soil layer surface by test hole to test, and facilitate and soil layer is replaced according to test requirements document, and replace fast speed, shorten test time.
Description
Technical field
The utility model belongs to engineering test technical field, and in particular to a kind of portable anchored pile-testing method static-load testing device.
Background technique
Anchoring pile counter-force boom device can be divided into two kinds according to the difference of counter-force anchor again in specific application, by reaction frame and anchor
Stake, which links together, provides counter-force, is commonly called as anchoring pile counter-force boom device, several augers are pierced underground and are provided instead using earth anchor
Power, is commonly called as anchor pole counter-force boom device, and anchoring pile counter-force boom device is exactly will be by several anchoring pile dowels symmetrical around pile and anti-
Power frame connects, and jacks up reaction frame by the jack of stake top, provides counter-force by connected anchoring pile.
Existing technology has the following problems:
1, the structure of existing anchored pile-testing method static-load testing device is relatively fixed, can not carry out disassembly and reduce occupied space, and
Because of the heavier-weight of device, cause people extremely inconvenient when moving to device, it is more laborious using.
2, the structure of existing anchored pile-testing method static-load testing device is relatively fixed, during the test, needs according to test need
It asks and soil sample is replaced, original experimental rig soil sample replacement is more difficult and larger to the demand of soil sample, causes to test
Preparation stage expend the time it is longer, be unfavorable for promoting the use of.
Utility model content
To solve the problems mentioned above in the background art.The utility model provides a kind of portable anchored pile-testing method static load examination
Experiment device has the characteristics that easy to remove and test time is shorter.
To achieve the above object, the utility model provides the following technical solutions: a kind of portable anchored pile-testing method static test dress
It sets, including support component and test assembly, the support component includes accommodating box, fixed plate, upper end cover, hinge, universal wheel, pushes away
Bar, hydraulic station, storage tank and chamber door is held, the top surface of the accommodating box is fixedly connected with the fixed plate, and the upper end cover is logical
It crosses the hinge and the fixed plate is hinged, the universal wheel is fixedly connected on the bottom surface of the accommodating box, and the push rod is fixed
It is connected to the side wall of the accommodating box, the hydraulic station is fixedly connected on the inner wall of the accommodating box, and the storage tank is fixed to be connected
It is connected to the inner wall of the accommodating box, described to hold the side walls hinged of chamber door and the accommodating box, the test assembly includes simulation
Anchoring pile, simulation crossbeam, simulation examination column, jack and soil sample case, the simulation anchoring pile are fixedly connected on the top surface of the fixed plate,
The simulation crossbeam is fixedly connected on the top of the simulation anchoring pile, and the top surface of the simulation examination column is connected with the jack,
The soil sample case is slidably connected to the bottom surface of the fixed plate, and described simulate tries the top surface that column is placed in the soil sample case, and described thousand
Jin top is connect with the hydraulic station, and the hydraulic station and external power supply are electrically connected.
Preferably, the fixed plate is provided with test hole and card slot, and the center position of the fixed plate offers described
Test hole, is fixedly connected with the card slot at the bottom center position of the fixed plate, the soil sample case by the card slot with
The fixed plate connection.
Preferably, the hinge is located at the fixed plate close to the side top surface of the push rod.
Preferably, the quantity of the universal wheel is four, and the universal wheel is each attached to the bottom surface four of the accommodating box
Angle.
Preferably, the push rod includes fixed link, sliding bar, deck, fixed block, card button, spring and horizontal handle, described
Fixed link is fixedly connected with the side wall of the accommodating box, and the sliding bar is slidably connected with the fixed link, and the deck is fixed
It is connected to the inner wall of the fixed link, the fixed block is fixedly connected on the inner wall of the deck, and the card button is slidably connected to
The inner wall of the deck, one end of the spring are fixedly connected with the fixed block, and the other end is fixedly connected with the card button, institute
State the top that horizontal handle is fixedly connected on the sliding bar.
Preferably, the quantity of the simulation anchoring pile is two, and the simulation anchoring pile is in symmetrically to be fixed on the fixation
The top surface of plate.
Preferably, the axle center of the jack and the axle center of the simulation examination column are located along the same line, and are located at described
The middle position of simulation examination column.
Compared with prior art, the utility model has the beneficial effects that
1, the utility model upper end cover can be used as record blank and use after opening by hinge, when not in use, will simulate
Anchoring pile, simulation crossbeam, simulation examination column, jack are removed from fixed plate respectively, and are put it into storage tank, by upper end cover and Sheng
After putting chamber door closing, push rod is held by universal wheel, short-distance movement is carried out to device, so that device is easy to remove.
2, during the test, soil sample case is extracted out for the utility model, is laid with corresponding soil layer, soil layer according to test requirements document
After laying, then soil sample case is placed in the bottom surface of fixed plate, simulation examination column is placed in soil layer surface by test hole and is tried
It tests, the demand to soil sample can be reduced, and facilitate and soil layer is replaced according to test requirements document, and replace fast speed, it is quasi- to shorten test
The standby time.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the right side structure schematic diagram of the utility model；
Fig. 3 is the push rod connection schematic diagram in the utility model；
Fig. 4 is the pusher structure schematic diagram in the utility model；
In figure: 10, support component；11, accommodating box；12, fixed plate；121, test hole；122, card slot；13, upper end cover；
14, hinge；15, universal wheel；16, push rod；161, fixed link；162, sliding bar；163, deck；164, fixed block；165, card button；
166, spring；167, horizontal handle；17, hydraulic station；18, storage tank；19, chamber door is held；20, test assembly；21, anchor is simulated
Stake；22, crossbeam is simulated；23, simulation examination column；24, jack；25, soil sample case.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment
Please refer to Fig. 1-4, the utility model the following technical schemes are provided: a kind of portable anchored pile-testing method static-load testing device,
Including support component 10 and test assembly 20, support component 10 includes accommodating box 11, fixed plate 12, upper end cover 13, hinge 14, ten thousand
To wheel 15, push rod 16, hydraulic station 17, storage tank 18 and chamber door 19 is held, the top surface of accommodating box 11 is fixedly connected with fixed plate 12,
Upper end cover 13 is hinged by hinge 14 and fixed plate 12, and universal wheel 15 is fixedly connected on the bottom surface of accommodating box 11, and push rod 16 is fixed
It is connected to the side wall of accommodating box 11, hydraulic station 17 is fixedly connected on the inner wall of accommodating box 11, and storage tank 18, which is fixedly connected on, to be held
The inner wall of case 11, holds the side walls hinged of chamber door 19 and accommodating box 11, and upper end cover 13 can be used as record after opening by hinge 14
Blank uses, when not in use, by simulation anchoring pile 21, simulation crossbeam 22, simulation examination column 23, jack 24 respectively from fixed plate 12
It removes, and puts it into storage tank 18, by upper end cover 13 and after holding the closing of chamber door 19, hold push rod 16 and pass through universal wheel 15
Short-distance movement is carried out to device, test assembly 20 includes simulation anchoring pile 21, simulation crossbeam 22, simulation examination column 23, jack 24
With soil sample case 25, the top surface that anchoring pile 21 is fixedly connected on fixed plate 12 is simulated, simulation crossbeam 22 is fixedly connected on simulation anchoring pile 21
Top, the top surface of simulation examination column 23 is connected with jack 24, and soil sample case 25 is slidably connected to the bottom surface of fixed plate 12, simulation examination
Column 23 is placed in the top surface of soil sample case 25, and during the test, soil sample case 25 is extracted out, is laid with corresponding soil according to test requirements document
Soil sample case 25 after soil layer is laid with, then is placed in the bottom surface of fixed plate 12 by layer, and simulation examination column 23 is set by test hole 121
It is tested in soil layer surface, the demand to soil sample can be reduced, and facilitated and soil layer is replaced according to test requirements document, and replace speed
Comparatively fast, jack 24 is connect with hydraulic station 17, and hydraulic station 17 and external power supply are electrically connected, the model 40L- of hydraulic station 17
2HP-VP20。
Specifically, fixed plate 12 is provided with test hole 121 and card slot 122, the center position of fixed plate 12 offers examination
It verifies 121, realizes and test hole 121 that simulation examination column 23 is opened up by the center position of fixed plate 12 is placed in soil layer surface,
Card slot 122 is fixedly connected at the bottom center position of fixed plate 12, soil sample case 25 is connect by card slot 122 with fixed plate 12,
It realizes the quick-replaceable of soil sample case 25, shortens test time.
Specifically, hinge 14 is located at fixed plate 12 close to the side top surface of push rod 16, can open in upper end cover 13 to certain
It is limited by push rod 16 when angle, it is made to can be used as the use of test data sheet blank.
Specifically, the quantity of universal wheel 15 is four, and universal wheel 15 is each attached to the bottom surface quadrangle of accommodating box 11, device
Whole heavier, four universal wheels 15 can provide stable support force when device is moved, and anti-locking apparatus is in mobile process
It is middle to topple over.
Specifically, push rod 16 includes fixed link 161, sliding bar 162, deck 163, fixed block 164, card button 165, spring
166 and horizontal handle 167, fixed link 161 be fixedly connected with the side wall of accommodating box 11, sliding bar 162 and fixed link 161 sliding connect
It connects, deck 163 is fixedly connected on the inner wall of fixed link 161, and fixed block 164 is fixedly connected on the inner wall of deck 163, card button 165
It is slidably connected to the inner wall of deck 163, one end of spring 166 is fixedly connected with fixed block 164, and the other end and card button 165 are fixed
Connection, horizontal handle 167 are fixedly connected on the top of sliding bar 162, by pressing card button 165, adjust the length of sliding bar 162
To suitable position, card button 165 resets under the action of spring 166, is fixed sliding bar 162, it can be achieved that push rod from newly degree
16 freely adjust length.
Specifically, the quantity of simulation anchoring pile 21 is two, and anchoring pile 21 is simulated in the top for being symmetrically fixed on fixed plate 12
Face acts on simulation examination column 23 so that the reaction force of jack 24 is balanced, keeps test result more accurate.
Specifically, the axle center of jack 24 and the axle center of simulation examination column 23 are located along the same line, and it is located at simulation examination column
23 middle position guarantees the reaction force acts of jack 24 on the axle center of simulation examination column 23, thus guarantee test knot
The accuracy of fruit.
The working principle and process for using of the utility model: the utility model takes out soil sample case 25 during the test
Out, corresponding soil layer is laid with according to test requirements document, after soil layer is laid with, then soil sample case 25 is placed in the bottom surface of fixed plate 12,
Simulation examination column 23 is placed in soil layer surface by test hole 121 to test, it is when not in use, simulation anchoring pile 21, simulation is horizontal
Beam 22, simulation examination column 23, jack 24 are removed from fixed plate 12 respectively, and are put it into storage tank 18, by 13 He of upper end cover
After holding the closing of chamber door 19, by pressing card button 165, the length of sliding bar 162 is adjusted to suitable position, card button 165 is in bullet
It is resetted under the action of spring 166, from newly sliding bar 162 is fixed, it can be achieved that push rod 16 freely adjusts length, holds push rod
16 carry out short-distance movement to device by universal wheel 15.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (7)
1. a kind of portable anchored pile-testing method static-load testing device, it is characterised in that: including support component (10) and test assembly (20),
The support component (10) includes accommodating box (11), fixed plate (12), upper end cover (13), hinge (14), universal wheel (15), push rod
(16), it hydraulic station (17), storage tank (18) and holds chamber door (19), the top surface of the accommodating box (11) is fixedly connected with described solid
Fixed board (12), hingedly by the hinge (14) and the fixed plate (12), the universal wheel (15) is solid for the upper end cover (13)
Surely it is connected to the bottom surface of the accommodating box (11), the push rod (16) is fixedly connected on the side wall of the accommodating box (11), described
Hydraulic station (17) is fixedly connected on the inner wall of the accommodating box (11), and the storage tank (18) is fixedly connected on the accommodating box
(11) inner wall, described to hold the side walls hinged of chamber door (19) and the accommodating box (11), the test assembly (20) includes mould
Quasi- anchoring pile (21), simulation crossbeam (22), simulation examination column (23), jack (24) and soil sample case (25), the simulation anchoring pile (21)
It is fixedly connected on the top surface of the fixed plate (12), simulation crossbeam (22) is fixedly connected on the top of simulation anchoring pile (21)
The top surface at end, simulation examination column (23) is connected with the jack (24), and the soil sample case (25) is slidably connected to described solid
The bottom surface of fixed board (12), simulation examination column (23) are placed in the top surface of the soil sample case (25), the jack (24) with it is described
Hydraulic station (17) connection, the hydraulic station (17) and external power supply are electrically connected.
2. a kind of portable anchored pile-testing method static-load testing device according to claim 1, it is characterised in that: the fixed plate
(12) it is provided with test hole (121) and card slot (122), the center position of the fixed plate (12) offers the test hole
(121), it is fixedly connected with the card slot (122) at the bottom center position of the fixed plate (12), the soil sample case (25) is logical
The card slot (122) is crossed to connect with the fixed plate (12).
3. a kind of portable anchored pile-testing method static-load testing device according to claim 1, it is characterised in that: the hinge (14)
Positioned at the fixed plate (12) close to the side top surface of the push rod (16).
4. a kind of portable anchored pile-testing method static-load testing device according to claim 1, it is characterised in that: the universal wheel
(15) quantity is four, and the universal wheel (15) is each attached to the bottom surface quadrangle of the accommodating box (11).
5. a kind of portable anchored pile-testing method static-load testing device according to claim 1, it is characterised in that: the push rod (16)
Including fixed link (161), sliding bar (162), deck (163), fixed block (164), card button (165), spring (166) and horizontal
Hand (167), the fixed link (161) are fixedly connected with the side wall of the accommodating box (11), the sliding bar (162) with it is described solid
Fixed pole (161) is slidably connected, and the deck (163) is fixedly connected on the inner wall of the fixed link (161), the fixed block
(164) it is fixedly connected on the inner wall of the deck (163), the card button (165) is slidably connected to the interior of the deck (163)
One end of wall, the spring (166) is fixedly connected with the fixed block (164), the other end and the fixed company of the card button (165)
It connects, the horizontal handle (167) is fixedly connected on the top of the sliding bar (162).
6. a kind of portable anchored pile-testing method static-load testing device according to claim 1, it is characterised in that: the simulation anchoring pile
(21) quantity is two, and simulation anchoring pile (21) is in the top surface for being symmetrically fixed on the fixed plate (12).
7. a kind of portable anchored pile-testing method static-load testing device according to claim 1, it is characterised in that: the jack
(24) axle center and the axle center of simulation examination column (23) are located along the same line, and are located at the centre of simulation examination column (23)
At position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822063778.3U CN209457057U (en) | 2018-12-10 | 2018-12-10 | A kind of portable anchored pile-testing method static-load testing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822063778.3U CN209457057U (en) | 2018-12-10 | 2018-12-10 | A kind of portable anchored pile-testing method static-load testing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209457057U true CN209457057U (en) | 2019-10-01 |
Family
ID=68040259
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822063778.3U Expired - Fee Related CN209457057U (en) | 2018-12-10 | 2018-12-10 | A kind of portable anchored pile-testing method static-load testing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209457057U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854324A (en) * | 2021-02-08 | 2021-05-28 | 上海同济检测技术有限公司 | Simulation test equipment and method for ultra-large load anchor pile cross beam counterforce device |
| CN114113542A (en) * | 2021-11-19 | 2022-03-01 | 湖南科技学院 | Rock soil and underground engineering model test traffic dynamic load simulation device |
-
2018
- 2018-12-10 CN CN201822063778.3U patent/CN209457057U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854324A (en) * | 2021-02-08 | 2021-05-28 | 上海同济检测技术有限公司 | Simulation test equipment and method for ultra-large load anchor pile cross beam counterforce device |
| CN114113542A (en) * | 2021-11-19 | 2022-03-01 | 湖南科技学院 | Rock soil and underground engineering model test traffic dynamic load simulation device |
| CN114113542B (en) * | 2021-11-19 | 2023-11-14 | 湖南科技学院 | Rock-soil and underground engineering model test traffic dynamic load simulation device |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20191001 |