CN106013280A - Pile foundation pressure measuring machine - Google Patents
Pile foundation pressure measuring machine Download PDFInfo
- Publication number
- CN106013280A CN106013280A CN201610621437.6A CN201610621437A CN106013280A CN 106013280 A CN106013280 A CN 106013280A CN 201610621437 A CN201610621437 A CN 201610621437A CN 106013280 A CN106013280 A CN 106013280A
- Authority
- CN
- China
- Prior art keywords
- walking
- fuselage
- moving
- pressure measuring
- pile foundation
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
Abstract
The invention discloses a pile foundation pressure measuring machine which comprises two long boats, moving trolleys, supporting legs, a machine body, a steering table center shaft, a moving steering table, short boats and moving oil cylinders. The two long boats are perpendicular to the length direction of the machine body. The two long boats are each provided with one moving trolley. The supporting legs are installed on the machine body and provided with supporting leg oil cylinders. The lower ends of the supporting leg oil cylinders are connected with the moving trolleys. The moving steering table is connected with the machine body through the steering table center shaft and located below the machine body. The moving trolleys and the moving steering table are connected through moving oil cylinders. The bottom of the moving steering table is connected with the short boats. The length direction of the long boats is consistent with the width direction of the machine body, and the two short boats are located between the two long boats, so that the gap between the long boats and the short boats is enlarged, the requirements of pile bearing capacity experiments can be better met, and a pressed-in pile will not be damaged by being pressed by the moving pile foundation pressure measuring machine.
Description
Technical field
The present invention relates to a kind of pile foundation pressure measuring machine detecting pile bearing capacity.
Background technology
Existing pile foundation pressure measuring machine product, the basic pattern using static pile press.Being made up of long ship, short ship, fuselage, chain-wales and a few part of supporting leg, its arrangement form is identical with static pile press, as it is shown in figure 1, the length direction of two long ships is identical with the length direction of fuselage, two short ships are in the inner side of two long ships.This space resulted between long ship and short ship is too small, it is impossible to meets the requirement of pile bearing capacity test, easily damages, during equipment walking simultaneously, the stake being pressed into by pressure.
Summary of the invention
In order to solve above-mentioned technical problem, the present invention provides the space between a kind of long ship and short ship relatively big, and will not damage the pile foundation pressure measuring machine of the stake being pressed into by pressure.
The technical solution adopted in the present invention is: include two long ships, walking dolly, supporting leg, fuselage, turning platform central shaft, walking turning platform, short ship and walking oil cylinder；Two described long ships are perpendicular to the length direction of fuselage and arrange, and two long ships are respectively equipped with walking dolly；Described supporting leg is arranged on fuselage, and supporting leg is provided with support oil cylinder, and the lower end of support oil cylinder is connected with walking dolly；Described walking turning platform is connected by turning platform central shaft with fuselage, is positioned at the lower section of fuselage；It is connected by walking oil cylinder between walking dolly with walking turning platform；Having two walking turning platforms under fuselage, walking turning platform is connected with fuselage by walking steering spindle, and the two ends, bottom of each walking turning platform are connected with two short ships respectively；Walking turning platform can be around walking steering axes, and the oil cylinder in a short ship stretches out, the oil cylinder indentation in another short ship, thus realizes 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 invention has the beneficial effects as follows: the length direction of the long ship of the present invention is consistent with the width of fuselage, two short accommodations are between two long ships, which increase the space between long ship and short ship, more can meet the requirement of pile bearing capacity test, the stake being pressed into when the present invention walks, will not be damaged simultaneously by pressure.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of existing pile foundation pressure measuring machine.
Fig. 2 is the axonometric chart of pile foundation pressure measuring machine of the present invention.
Fig. 3 is the front view of pile foundation pressure measuring machine of the present invention.
Fig. 4 is that the dolly of the present invention is connected figure with supporting leg bulb.
Fig. 5 is the fuselage of the present invention, walking turning platform and canoe connection figure.
Fig. 6 is that the long ship of the present invention is connected figure with dolly and walking oil cylinder.
Fig. 7 is the mansion diagram removed after counterweight beam of the present invention.
In figure: 1, 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.
Detailed description of the invention
The present invention is further illustrated below in conjunction with the accompanying drawings.
As illustrated in figs. 2-7, the present invention includes two long ships 1, walking dolly 9, supporting leg 4, fuselage 6, turning platform central shaft 10, walking turning platform 8, short ship 2 and walking oil cylinder 11.Two described long ships 1 are perpendicular to the length direction of fuselage 6 and arrange, and two long ships 1 are respectively equipped with walking dolly 9.Corresponding to two long ships 2, fuselage 6 is provided with two supporting legs 4, each supporting leg be respectively arranged at two ends with 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 walking turning platform 8 is connected by turning platform central shaft 10 with fuselage 6, and walking turning platform 8 is positioned at the lower section of fuselage 6.Walking dolly 9 is hinged with one end of walking oil cylinder 11, and the other end of walking oil cylinder 11 is hinged with walking turning platform 8.The bottom of walking turning platform 8 is connected with short ship 2.
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.The long ship 1 of the present invention is perpendicular in the length direction society of fuselage 6, the length direction of long ship 1 is consistent with the width of fuselage 6, two short ships 2 are between two long ships 1, which increase the space between long ship 1 and short ship 2, more can meet the requirement of pile bearing capacity test, the stake being pressed into when the present invention walks, will not be damaged simultaneously by pressure.
Claims (5)
1. a 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 perpendicular to the length direction of fuselage and arrange, two long ships are respectively equipped with walking dolly and walking oil cylinder；Described supporting leg is arranged on fuselage, and supporting leg is provided with support oil cylinder, and the lower end of support oil cylinder is connected with walking dolly；Described walking turning platform is connected by turning platform central shaft with fuselage, is positioned at the lower section of fuselage；It is connected by walking oil cylinder between walking dolly with walking turning platform；The bottom of walking turning platform is connected with short ship.
Pile foundation pressure measuring machine the most according to claim 1, is characterized in that: on described supporting leg, fuselage is respectively provided on two sides with a counterweight beam.
Pile foundation pressure measuring machine the most according to claim 1, is characterized in that: described fuselage is provided with operating room.
Pile foundation pressure measuring machine the most according to claim 1, is characterized in that: have two walking turning platforms under described fuselage, and walking turning platform is connected with fuselage by walking steering spindle.
Pile foundation pressure measuring machine the most according to claim 1, is characterized in that: two described walking turning platforms, the two ends, bottom of each walking turning platform are connected with two short ships respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610621437.6A CN106013280A (en) | 2016-07-29 | 2016-07-29 | Pile foundation pressure measuring machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610621437.6A CN106013280A (en) | 2016-07-29 | 2016-07-29 | Pile foundation pressure measuring machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106013280A true CN106013280A (en) | 2016-10-12 |
Family
ID=57133670
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610621437.6A Pending CN106013280A (en) | 2016-07-29 | 2016-07-29 | Pile foundation pressure measuring machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106013280A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952545A (en) * | 2019-10-28 | 2020-04-03 | 广东力源液压机械有限公司 | Piling construction method for tandem inclined piles and variable-amplitude static pile press for implementing method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2236507Y (en) * | 1995-04-26 | 1996-10-02 | 中南工业大学 | Step moving mechanism |
| CN202466570U (en) * | 2011-12-23 | 2012-10-03 | 湖南新天和工程设备有限公司 | Asymmetric walking type traveling chassis of SMW method piling machine |
| KR20160049104A (en) * | 2014-10-24 | 2016-05-09 | (주)신세계중공업 | Apparatus For Planting Pile Of Foundation Work |
| CN205975712U (en) * | 2016-07-29 | 2017-02-22 | 湖南高翔重工科技有限公司 | Pile foundation pressure measurement machine |
-
2016
- 2016-07-29 CN CN201610621437.6A patent/CN106013280A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2236507Y (en) * | 1995-04-26 | 1996-10-02 | 中南工业大学 | Step moving mechanism |
| CN202466570U (en) * | 2011-12-23 | 2012-10-03 | 湖南新天和工程设备有限公司 | Asymmetric walking type traveling chassis of SMW method piling machine |
| KR20160049104A (en) * | 2014-10-24 | 2016-05-09 | (주)신세계중공업 | Apparatus For Planting Pile Of Foundation Work |
| CN205975712U (en) * | 2016-07-29 | 2017-02-22 | 湖南高翔重工科技有限公司 | Pile foundation pressure measurement machine |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952545A (en) * | 2019-10-28 | 2020-04-03 | 广东力源液压机械有限公司 | Piling construction method for tandem inclined piles and variable-amplitude static pile press for implementing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161012 |
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| RJ01 | Rejection of invention patent application after publication |