CN205975712U - Pile foundation pressure measurement machine - Google Patents
Pile foundation pressure measurement machine Download PDFInfo
- Publication number
- CN205975712U CN205975712U CN201620820346.0U CN201620820346U CN205975712U CN 205975712 U CN205975712 U CN 205975712U CN 201620820346 U CN201620820346 U CN 201620820346U CN 205975712 U CN205975712 U CN 205975712U
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- Prior art keywords
- walking
- fuselage
- ship
- long
- platform
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Abstract
The utility model discloses a pile foundation pressure measurement machine, including two long ships, walking dolly, landing leg, fuselage, turn to the table center axle, the walking turns to platform, short ship and the hydro -cylinder of walking, the length direction of two long ship perpendicular to fuselages set up, be equipped with the walking dolly on the two long ships respectively, the landing leg install on the fuselage, be equipped with the landing leg hydro -cylinder on the landing leg, the lower extreme of landing leg hydro -cylinder and walking dolly are connected, the walking turn to platform and fuselage and through turning to spindle connection in the platform, be located the below of fuselage, the walking dolly turns to with the walking to be connected through the walking hydro -cylinder between the platform, the walking turns to the bottom of platform and is connected with short ship. The utility model discloses the length direction of long ship is unanimous with the width direction of fuselage, and two short accommodations have increased the space between long ship and the short ship like this between two long ships, more can satisfy the experimental requirement of pile bearing capacity, simultaneously the utility model discloses can not crush the stake of having impressed by pressure during the walking.
Description
Technical field
This utility model is related to a kind of pile foundation pressure measuring machine of detection pile bearing capacity.
Background technology
Existing pile foundation pressure measuring machine product, adopts the pattern of static pile press substantially.By long ship, short ship, fuselage, chain-wales
And several part of supporting leg composition, its arrangement form is identical with static pile press, as shown in figure 1, the length direction of two long ships and fuselage
Length direction identical, two short ships are in the inner side of two long ships.This result in space between long ship and short ship too small it is impossible to meet
The requirement of pile bearing capacity test, easily damages the stake of press-in by pressure during equipment walking simultaneously.
Content of the invention
In order to solve above-mentioned technical problem, this utility model provides the space between a kind of long ship and short ship larger, and not
The pile foundation pressure measuring machine of the stake of press-in can be damaged by pressure.
This utility model be employed technical scheme comprise that:Including two long ships, walking dolly, supporting leg, fuselage, turning platform center
Axle, walking turning platform, short ship and walking oil cylinder;Two described long ships are arranged perpendicular to the length direction of fuselage, and two long ships divide
It is not provided with walking dolly;Described supporting leg is arranged on fuselage, and supporting leg is provided with support oil cylinder, the lower end of support oil cylinder and walking
Dolly connects;Described walking turning platform is connected by turning platform central shaft with fuselage, positioned at the lower section of fuselage;Walking dolly with
Connected by oil cylinder of walking between walking turning platform;Two walking turning platforms are had, walking turning platform is turned to by walking under fuselage
Axle is connected with fuselage, and the bottom two ends of each walking turning platform are connected with two short ships respectively;Walking turning platform can turn to around walking
Axle rotates, and the oil cylinder in a short ship stretches out, the oil cylinder indentation in another short ship, thus realizing turning to.
In above-mentioned pile foundation pressure measuring machine, on described supporting leg, fuselage is respectively provided on two sides with a counterweight beam.
In above-mentioned pile foundation pressure measuring machine, described fuselage is provided with operating room.
Compared with prior art, the beneficial effects of the utility model are:The length direction of the long ship of this utility model and fuselage
Width consistent, two short accommodations, between two long ships, which increase the space between long ship and short ship, more can meet stake
The requirement of load carrying capacity test, will not damage the stake of press-in by pressure during this utility model walking simultaneously.
Brief description
Fig. 1 is the overall structure diagram of existing pile foundation pressure measuring machine.
Fig. 2 is the axonometric chart of this utility model pile foundation pressure measuring machine.
Fig. 3 is the front view of this utility model pile foundation pressure measuring machine.
Fig. 4 is dolly of the present utility model and supporting leg bulb connection figure.
Fig. 5 is fuselage of the present utility model, walking turning platform and canoe connection figure.
Fig. 6 is long ship of the present utility model and dolly and walking oil cylinder connection figure.
Fig. 7 is the mansion diagram removing after counterweight beam of the present utility model.
In figure:1st, long ship 2, short ship 3, chain-wales 4, supporting leg 5, counterweight beam 6, fuselage 7, operating room 8,
Walking turning platform 9, walking dolly 10, turning platform central shaft.
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is further described.
As illustrated in figs. 2-7, this utility model includes two long ships 1, walking dolly 9, supporting leg 4, fuselage 6, turning platform central shaft
10th, walking turning platform 8, short ship 2 and walking oil cylinder 11.Two described long ships 1 are arranged perpendicular to the length direction of fuselage 6, and two is long
Walking dolly 9 is respectively equipped with ship 1.Corresponding to two long ships 2, fuselage 6 is provided with two supporting legs 4, and the two ends of each supporting leg set respectively
There is a support oil cylinder 41, the lower end of support oil cylinder 41 is provided with bulb, and bulb is arranged in the ball-and-socket of walking dolly 9.Described row
Walk turning platform 8 to be connected by turning platform central shaft 10 with fuselage 6, walking turning platform 8 is located at the lower section of fuselage 6.Walking dolly 9 with
One end of walking oil cylinder 11 is hinged, and the other end of walking oil cylinder 11 is hinged with walking turning platform 8.Walking turning platform 8 bottom with
Short ship 2 connects.
Described fuselage 6 is provided with operating room 7, and on supporting leg 4, fuselage 6 is respectively provided on two sides with a counterweight beam 5.This practicality
, in the length direction society of fuselage 6, the length direction of long ship 1 is consistent with the width of fuselage 6 for new long ship 1,
Two short ships 2 are located between two long ships 1, which increase the space between long ship 1 and short ship 2, more can meet pile bearing capacity examination
The requirement tested, will not damage the stake of press-in by pressure during this utility model walking simultaneously.
Claims (5)
1. a kind of pile foundation pressure measuring machine, including two long ships, walking dolly, supporting leg, fuselage, turning platform central shaft, walking turning platform, short
Ship and walking oil cylinder;It is characterized in that:Two described long ships are arranged perpendicular to the length direction of fuselage, and two long ships are respectively equipped with row
Walk dolly and walking oil cylinder;Described supporting leg is arranged on fuselage, and supporting leg is provided with support oil cylinder, the lower end of support oil cylinder and row
Walk dolly to connect;Described walking turning platform is connected by turning platform central shaft with fuselage, positioned at the lower section of fuselage;Walking dolly
It is connected by oil cylinder of walking between walking turning platform;The bottom of walking turning platform is connected with short ship.
2. pile foundation pressure measuring machine according to claim 1, is characterized in that:On described supporting leg, fuselage is respectively provided on two sides with one
Counterweight beam.
3. pile foundation pressure measuring machine according to claim 1, is characterized in that:Described fuselage is provided with operating room.
4. pile foundation pressure measuring machine according to claim 1, is characterized in that:Two walking turning platforms are had, OK under described fuselage
Walk turning platform to be connected with fuselage by steering spindle of walking.
5. pile foundation pressure measuring machine according to claim 1, is characterized in that:Two described walking turning platforms, each walking turns
It is connected with two short ships respectively to the bottom two ends of platform.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620820346.0U CN205975712U (en) | 2016-07-29 | 2016-07-29 | Pile foundation pressure measurement machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620820346.0U CN205975712U (en) | 2016-07-29 | 2016-07-29 | Pile foundation pressure measurement machine |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205975712U true CN205975712U (en) | 2017-02-22 |
Family
ID=58027391
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620820346.0U Expired - Fee Related CN205975712U (en) | 2016-07-29 | 2016-07-29 | Pile foundation pressure measurement machine |
Country Status (1)
Country | Link |
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CN (1) | CN205975712U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106013280A (en) * | 2016-07-29 | 2016-10-12 | 湖南高翔重工科技有限公司 | Pile foundation pressure measuring machine |
-
2016
- 2016-07-29 CN CN201620820346.0U patent/CN205975712U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106013280A (en) * | 2016-07-29 | 2016-10-12 | 湖南高翔重工科技有限公司 | Pile foundation pressure measuring machine |
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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 |
Granted publication date: 20170222 Termination date: 20200729 |
|
CF01 | Termination of patent right due to non-payment of annual fee |