CN208668486U - A kind of self-balancing approach pile measurement device - Google Patents
A kind of self-balancing approach pile measurement device Download PDFInfo
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- CN208668486U CN208668486U CN201821470418.9U CN201821470418U CN208668486U CN 208668486 U CN208668486 U CN 208668486U CN 201821470418 U CN201821470418 U CN 201821470418U CN 208668486 U CN208668486 U CN 208668486U
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- fixedly installed
- lower plate
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- measurement device
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Abstract
The utility model relates to Architectural Equipment technical fields, and disclose a kind of self-balancing approach pile measurement device, including lower plate, there are four hydraulic cylinders for the top fixed installation of the lower plate, it is fixedly connected between four hydraulic cylinders by fixed ring, two opposite sides of the hydraulic cylinder are fixedly installed with fixed link.The self-balancing approach pile measurement device, due to being fixedly connected between hydraulic cylinder by fixed ring, fixed ring is set to play the role of conductance to each hydraulic cylinder, the setting of connecting rod and fixed link, make three hydraulic cylinder forces uniform respectively, play the role of Auxiliary support by the fracture that the setting of fixed column can effectively prevent fixed link, test result is influenced by the surface that the setting of sand leakage tank can prevent desilting from accumulating upper plate, it can effectively prevent pile body by the setting of baffle extruding force generated on baffle and generate false displacement and influence measurement result, to achieve the purpose that improve measurement effect.
Description
Technical field
The utility model relates to Architectural Equipment technical field, specially a kind of self-balancing approach pile measurement device.
Background technique
According to the existing dossier investigated, by domestic hat with pre-buried loading equipemtn in the stake of the name of " balancing method " certainly
The method for carrying out the detection of pile foundation bearer properties most has AfarVasela company, Israel to propose and implements, root earlier than generation nineteen sixty
According to Patent data, which is referred to as " a kind of new bearing capacity test method ", is commonly called as " logical not static load method ", with traditional preloading
Method is different, which is that will be placed in pile body bottom by the load box of pile bearing capacity parameter request sizing production in the construction process,
Connection pressure oil pipe and displacement measuring device are in stake top portion, after concrete curing to valid period of standard, by top high-voltage oil pump the bottom of to
Portion's load box pressure, obtains the total frictional resistance of bearing capacity of pile tip and stake side.
Currently, load box can be generally installed in pile body during filling stake, for the detection of bearing capacity of pile foundation, load box
Effective connection cannot be formed with pile body with hydraulic cylinder after concrete casting together, the pile body for only relying on load box upper and lower end face carries out
The transmitting of power, when load box end face causes pile body to be poured leakiness because of factors such as sediments, the connecting plate of load box can not be propped up
Support hydraulic cylinder carries out effectively holding lotus load, often results in asynchronous respective hydraulic cylinder displacement, tendency and dislocation damage, or even cause
Phenomena such as oil distributing pipe fracture, hydraulic leakage, test is caused to be unable to complete.It is directed to the foundation pile of the big load of paxilla diameter simultaneously, may go out
Existing load box section is less than the section of test requirements document, i.e., the pressure that load box load generates is higher than foundation pile intensity itself, leads to stake
Body concrete destruction is unable to complete final load, also just can not measure ideal bearingtest as a result, so proposing one kind certainly
Balancing method pile measurement device solves the problems, such as above-mentioned propose.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of self-balancing approach pile measurement device, has measurement
The good advantage of effect solves currently, load box can be generally installed in pile body during filling stake, for bearing capacity of pile foundation
Detection, hydraulic cylinder cannot form effective connection with pile body after load box is poured together with concrete, only rely on load box upper and lower side
The pile body in face carries out the transmitting of power, when load box end face causes pile body to be poured leakiness because of factors such as sediments, load box
Connecting plate can not supporting cylinder carry out effectively hold lotus load, often result in respective hydraulic cylinder displacement it is asynchronous, tendency and dislocation
Phenomena such as damage, or even causes oil distributing pipe to be broken, hydraulic leakage causes test being unable to complete.It is directed to the big load of paxilla diameter simultaneously
Foundation pile, in fact it could happen that load box section be less than test requirements document section, i.e., load box load generate pressure be higher than foundation pile sheet
Body intensity causes pile concrete destruction to be unable to complete final load, also can not just measure ideal bearingtest result
Problem.
(2) technical solution
To realize the good purpose of above-mentioned measurement effect, the utility model is provided the following technical solutions: a kind of self-balancing approach stake
Base detection device, including lower plate, the top of the lower plate are fixedly mounted there are four hydraulic cylinder, pass through between four hydraulic cylinders
Fixed ring is fixedly connected, and two opposite sides of the hydraulic cylinder are fixedly installed with fixed link, and the top of the lower plate is fixed
Detection pipe is installed, the husky mouth of leakage is offered at the top of the lower plate, the bottom of the fixed link is fixedly installed with fixed column, described
The bottom of fixed column is fixedly installed in the top of lower plate, and upper plate, the top of the upper plate are fixedly installed at the top of the hydraulic cylinder
Portion offers sand leakage tank, hydraulic tube is fixedly installed at the top of the upper plate, there are four connect for the bottom fixed installation of the upper plate
Extension bar, four one end of the connecting rod far from upper plate are fixedly installed in the top of fixed link, the top of four connecting rods
Portion and be located at fixed link at the top of be fixedly installed with fixed block, mounting hole, the bottom of the lower plate are offered at the top of the upper plate
Portion is fixedly installed with baffle, and the bottom of the baffle offers flow-guiding mouth, and the inside of the baffle is fixedly installed with branch
Fagging.
Preferably, the lower plate is set as solid cylinder, and four hydraulic cylinders are uniformly distributed in the top of lower plate.
Preferably, two fixed links are located at same level, and two fixed links vertical distribution each other.
Preferably, there are four the detection pipe settings, and four detection pipes are uniformly distributed in the outside of fixed ring, four institutes
State the outside that detection pipe is respectively positioned on fixed ring.
Preferably, the inside of baffle is run through and extended in the bottom for leaking husky mouth, offers at the top of the upper plate
No less than eight sand leakage tanks.
Preferably, four connecting rods pass through the top that fixed block is fixedly installed in fixed link, and the baffle is set
It is set to the cone of boring, the circular hole with the husky mouth same size of leakage is offered in the support plate.
(3) beneficial effect
Compared with prior art, the utility model provides a kind of self-balancing approach pile measurement device, has following beneficial
Effect:
The self-balancing approach pile measurement device, by the way that upper section pile cages and upper plate are welded, by lower section pile cages with
Lower plate welding, while position detection pipe and hydraulic tube are extended into installation to ground along upper section pile cages, it is placed in test base together
In stake holes, it is then poured concrete pile, is poured in Concrete because the influence in load box section is easily deposited in load box end face
In local caburizing's leakiness phenomenon, i.e. sediment remains in load box surface, due to being fixedly connected between hydraulic cylinder by fixed ring,
So that fixed ring is played the role of conductance to each hydraulic cylinder, the setting of connecting rod and fixed link, make respectively three hydraulic cylinders by
Power is uniform, plays the role of Auxiliary support by the fracture that the setting of fixed column can effectively prevent fixed link, passes through sand leakage tank
The surface that can prevent desilting accumulation upper plate is set and influences test result, pile body can effectively prevent to leading by the setting of baffle
Fluid generates extruding force and generates false displacement and influence measurement result, to achieve the purpose that improve measurement effect.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model structural upright schematic diagram；
Fig. 3 is the utility model structure front schematic view；
Fig. 4 is A-A section structure diagram in the utility model Fig. 3.
In figure: husky mouth, 7 fixed columns, 8 upper plates, 9 leakages are leaked in 1 lower plate, 2 hydraulic cylinders, 3 fixed rings, 4 fixed links, 5 detection pipes, 6
Husky slot, 10 hydraulic tubes, 11 connecting rods, 12 fixed blocks, 13 mounting holes, 14 baffles, 15 flow-guiding mouths, 16 support plates.
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.
Fig. 1-4, a kind of self-balancing approach pile measurement device, including lower plate 1, the top of lower plate 1 is please referred to be fixedly installed with
Four hydraulic cylinders 2, lower plate 1 are set as solid cylinder, and four hydraulic cylinders 2 are uniformly distributed in the top of lower plate 1, four hydraulic cylinders
It is fixedly connected between 2 by fixed ring 3, the opposite side of two hydraulic cylinders 2 is fixedly installed with fixed link 4, two fixed links 4
Positioned at same level, and vertical distribution, the top of lower plate 1 are fixedly installed with detection pipe 5, detection pipe 5 to two fixed links 4 each other
There are four settings, and four detection pipes 5 are uniformly distributed in the outside of fixed ring 3, and four detection pipes 5 are respectively positioned on the outer of fixed ring 3
Side, the top of lower plate 1 offer the husky mouth 6 of leakage, and the bottom of fixed link 4 is fixedly installed with fixed column 7, and the bottom of fixed column 7 is fixed
It is installed on the top of lower plate 1, the top of hydraulic cylinder 2 is fixedly installed with upper plate 8, and the top of upper plate 8 offers sand leakage tank 9, upper plate 8
Top be fixedly installed with hydraulic tube 10, the bottom of upper plate 8 is fixedly mounted that there are four connecting rods 11, and four connecting rods 11 are far from upper
One end of plate 8 is fixedly installed in the top of fixed link 4, the top of the four connecting rods 11 and top for being located at fixed link 4 is fixed
Fixed block 12 is installed, the top of upper plate 8 offers mounting hole 13, and the bottom of lower plate 1 is fixedly installed with baffle 14, leaks husky mouth
The inside of baffle 14 is run through and extended in 6 bottom, and the top of upper plate 8 offers no less than eight sand leakage tanks 9, baffle
14 bottom offers flow-guiding mouth 15, and the inside of baffle 14 is fixedly installed with support plate 16, and four connecting rods 11 are by solid
Determine the top that block 12 is fixedly installed in fixed link 4, baffle 14 is set as the cone of boring, offers in support plate 16
Lower section pile cages and lower plate 1 are welded by welding upper section pile cages and upper plate 8 with the circular hole for leaking 6 same size of husky mouth
It connects, while position detection pipe 5 and hydraulic tube 10 is extended into installation to ground along upper section pile cages, be placed in test base pile hole together
It is interior, it is then poured concrete pile, is poured in Concrete because the influence in load box section easily has office in load box end face
Portion is poured leakiness phenomenon, i.e. sediment remains in load box surface, is fixedly connected, makes due to passing through fixed ring 3 between hydraulic cylinder 2
Fixed ring 3 plays the role of conductance to each hydraulic cylinder 2, and the setting of connecting rod 11 and fixed link 4 makes three hydraulic cylinders respectively
2 uniform forces play the role of Auxiliary support by the fracture that the setting of fixed column 7 can effectively prevent fixed link 4, husky by leakage
The setting of slot 9 can prevent the surface of desilting accumulation upper plate 8 and influence test result, can effectively prevent by the setting of baffle 14
Pile body generates extruding force to baffle and generates false displacement and influence measurement result, to reach the mesh for improving measurement effect
's.
In conclusion the self-balancing approach pile measurement device, by welding upper section pile cages and upper plate 8, by lower section
Pile cages and lower plate 1 are welded, while position detection pipe 5 and hydraulic tube 10 are extended installation to ground along upper section pile cages, and one
It rises and is placed in test base pile hole, be then poured concrete pile, be poured in Concrete because the influence in load box section exists
Easily there is local caburizing's leakiness phenomenon in load box end face, i.e. sediment remains in load box surface, due to passing through between hydraulic cylinder 2
Fixed ring 3 is fixedly connected, and fixed ring 3 is made to play the role of conductance to each hydraulic cylinder 2, and connecting rod 11 is set with fixed link 4
It sets, makes three 2 uniform forces of hydraulic cylinder respectively, auxiliary is played by the fracture that the setting of fixed column 7 can effectively prevent fixed link 4
The effect of support influences test result by the surface that the setting of sand leakage tank 9 can prevent desilting from accumulating upper plate 8, passes through water conservancy diversion
The setting of block 14 can effectively prevent pile body and generate extruding force to baffle and generate false displacement and influence measurement result, to reach
To the purpose for improving measurement effect.
It should be noted that the terms "include", "comprise" or its any other variant are intended to the packet of nonexcludability
Contain, so that the process, method, article or equipment for including a series of elements not only includes those elements, but also including
Other elements that are not explicitly listed, or further include for elements inherent to such a process, method, article, or device.
In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that including the element
Process, method, article or equipment in there is also other identical elements.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of self-balancing approach pile measurement device, including lower plate (1), it is characterised in that: the fixed peace in the top of the lower plate (1)
There are four dresses hydraulic cylinder (2), is fixedly connected between four hydraulic cylinders (2) by fixed ring (3), two hydraulic cylinders
(2) opposite side is fixedly installed with fixed link (4), is fixedly installed with detection pipe (5) at the top of the lower plate (1), described
The husky mouth (6) of leakage is offered at the top of lower plate (1), the bottom of the fixed link (4) is fixedly installed with fixed column (7), the fixation
The bottom of column (7) is fixedly installed in the top of lower plate (1), is fixedly installed with upper plate (8) at the top of the hydraulic cylinder (2), described
It is offered at the top of upper plate (8) sand leakage tank (9), is fixedly installed with hydraulic tube (10), the upper plate at the top of the upper plate (8)
(8) bottom is fixedly mounted there are four connecting rod (11), and the one end of four connecting rods (11) far from upper plate (8) is fixed to pacify
Top loaded on fixed link (4), the top of four connecting rods (11) and be located at fixed link (4) at the top of be fixedly installed with
Determine block (12), offered mounting hole (13) at the top of the upper plate (8), the bottom of the lower plate (1) is fixedly installed with baffle
(14), the bottom of the baffle (14) offers flow-guiding mouth (15), and the inside of the baffle (14) is fixedly installed with support
Plate (16).
2. a kind of self-balancing approach pile measurement device according to claim 1, it is characterised in that: lower plate (1) setting
For solid cylinder, four hydraulic cylinders (2) are uniformly distributed in the top of lower plate (1).
3. a kind of self-balancing approach pile measurement device according to claim 1, it is characterised in that: two fixed links
(4) it is located at same level, and two fixed links (4) vertical distribution each other.
4. a kind of self-balancing approach pile measurement device according to claim 1, it is characterised in that: the detection pipe (5) sets
There are four setting, and four detection pipes (5) are uniformly distributed in the outside of fixed ring (3), and four detection pipes (5) are respectively positioned on fixation
The outside of ring (3).
5. a kind of self-balancing approach pile measurement device according to claim 1, it is characterised in that: the husky mouth (6) of leakage
The inside of baffle (14) is run through and extended in bottom, and no less than eight sand leakage tanks are offered at the top of the upper plate (8)
(9).
6. a kind of self-balancing approach pile measurement device according to claim 1, it is characterised in that: four connecting rods
(11) top of fixed link (4) is fixedly installed in by fixed block (12), the baffle (14) is set as boring
Cone offers on the support plate (16) and the circular hole that leaks husky mouth (6) same size.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821470418.9U CN208668486U (en) | 2018-09-10 | 2018-09-10 | A kind of self-balancing approach pile measurement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821470418.9U CN208668486U (en) | 2018-09-10 | 2018-09-10 | A kind of self-balancing approach pile measurement device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208668486U true CN208668486U (en) | 2019-03-29 |
Family
ID=65841935
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821470418.9U Expired - Fee Related CN208668486U (en) | 2018-09-10 | 2018-09-10 | A kind of self-balancing approach pile measurement device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208668486U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258662A (en) * | 2019-05-21 | 2019-09-20 | 东莞市广强建筑基础工程有限公司 | A kind of self-balancing approach pile measurement device |
| CN113323036A (en) * | 2021-06-10 | 2021-08-31 | 温州超泽天硕智能科技有限公司 | Pile foundation self-balancing detection box |
| CN114855896A (en) * | 2022-07-09 | 2022-08-05 | 山东省鲁建建筑工程检测有限公司 | Self-balancing method pile foundation detection equipment |
-
2018
- 2018-09-10 CN CN201821470418.9U patent/CN208668486U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258662A (en) * | 2019-05-21 | 2019-09-20 | 东莞市广强建筑基础工程有限公司 | A kind of self-balancing approach pile measurement device |
| CN110258662B (en) * | 2019-05-21 | 2021-05-11 | 东莞市广强建筑基础工程有限公司 | Pile foundation detection device adopting self-balancing method |
| CN113323036A (en) * | 2021-06-10 | 2021-08-31 | 温州超泽天硕智能科技有限公司 | Pile foundation self-balancing detection box |
| CN114855896A (en) * | 2022-07-09 | 2022-08-05 | 山东省鲁建建筑工程检测有限公司 | Self-balancing method pile foundation detection equipment |
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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: 20190329 Termination date: 20190910 |