CN205822194U - A kind of steel-pipe pile swings pressing pile construction equipment - Google Patents
A kind of steel-pipe pile swings pressing pile construction equipment Download PDFInfo
- Publication number
- CN205822194U CN205822194U CN201620712331.2U CN201620712331U CN205822194U CN 205822194 U CN205822194 U CN 205822194U CN 201620712331 U CN201620712331 U CN 201620712331U CN 205822194 U CN205822194 U CN 205822194U
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- CN
- China
- Prior art keywords
- pile
- steel
- pipe pile
- driving pressure
- pipe
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- 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.)
- Withdrawn - After Issue
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Piles And Underground Anchors (AREA)
Abstract
This utility model relates to pile foundation and swings pressing pile construction equipment with a kind of steel-pipe pile in base pit engineering field, including pile press machine pedestal (5), boom hoisting (6), pile driving pressure feedway (7) and pendulous device (8) four part, pendulous device therein (8) is to make the application point made a concerted effort of pile driving pressure or direction deviate steel-pipe pile (3) axis and the utensil that the key element of making a concerted effort of deviation steel-pipe pile (3) axis can be made to be alternately present along steel-pipe pile (3) axis, the difficult problem that this utility model is stuck with adjacent stake during solving mutually socket steel-pipe pile piling, make the steel-pipe pile (3) being mutually socketed can use static pressure method pile sinking, speed is fast, noiselessness, friction, cost is low.
Description
Technical field
This utility model relates to the Foundation Pit Support Engineering in Geotechnical Engineering field and pile foundation engineering field.
Background technology
The advantages such as steel-pipe pile is good because of the fast quality of its speed of application, recyclable recycling, lead at foundation pit enclosure and pile foundation engineering
All there is boundless application prospect in territory.Various forms of steel sheet piles are long-standing in engineer applied field, before the present inventor
Phase proposes the many inventions about steel-pipe pile diaphragm wall, solves many bottlenecks that steel-pipe pile is applied in foundation pit enclosure so that
Steel-pipe pile can preferably have been applied and Foundation Pit Support Engineering and pile foundation engineering field, and can recycling entirely.But in engineering
Practice still encounters a problem, it is simply that if using vibratory drilling method to carry out plug construction, can accompany in plug work progress
With a certain degree of vibration, although the measures such as high-frequency hydraulic hammer can be used to reduce the impact of vibration, but still can not disappear completely
Remove, if using static method piling, the snap close continuous damage between stake and stake may be caused, and pile driving pressure is relatively big, has some stakes
Plug effect.So that steel-pipe pile overcomes these to limit in foundation pit enclosure and pile foundation, it is necessary to this kind of building enclosure
Insertion construction method and construction equipment further improved.
Summary of the invention
The purpose of this utility model design is to provide a kind of steel-pipe pile and swings pressing pile construction equipment, and this construction equipment can be smooth
Realizing above-mentioned steel-pipe pile guide swinging construction method, cost is low, and speed of application is fast.
This swing pressing pile construction equipment includes pile press machine pedestal, boom hoisting, pile driving pressure feedway and pendulous device four
Part, pile press machine pedestal therein is to provide location and the pile press machine machine of balance counter-force for pile driving pressure feedway and pendulous device
Frame, pile driving pressure feedway is the utensil that can be connected and be provided that pile driving pressure with steel-pipe pile, and pendulous device is the conjunction making pile driving pressure
The application point of power or direction are deviateed steel-pipe pile axis and the key element of making a concerted effort of deviation steel-pipe pile axis can be made along steel-pipe pile axis
The utensil that line is alternately present.
In above-mentioned swing pressing pile construction equipment, above-mentioned pendulous device can be the eccentric rotary being connected with steel-pipe pile
Device, this eccentric rotary device includes rotational power equipment and eccentric mass two parts.
In above-mentioned swing pressing pile construction equipment, above-mentioned pendulous device can be mounted on pile driving pressure feedway
Power controller, this power controller is the pile driving pressure point of resultant force deviation steel making pile driving pressure feedway during piling
Pile tube axis the device being alternately present at steel-pipe pile periphery.
Steel-pipe pile of the present utility model swings construction equipment can be during pressing pile construction, by the swing of steel-pipe pile, greatly
The pile driving pressure of amplitude reduction pressing pile construction, and guider stuck problem during pressing pile construction can be eliminated, it can be ensured that adjacent studs
Parallel being pressed into construction smoothly, speed is fast, and cost is low, and can reduce piling soil compaction effect.
Accompanying drawing explanation
Fig. 1 is that a kind of steel-pipe pile used by an embodiment of the present utility model swings the structure signal of pressing pile construction equipment
Figure.
Detailed description of the invention
As an embodiment as shown in Figure 1 of the present utility model, main purpose is to introduce steel of the present utility model
Pile tube swings structure structure and operation principle, the construction method of pressing pile construction equipment.This steel-pipe pile swings pressing pile construction method bag
Include following five construction procedures.In the first step, next root steel-pipe pile (3) of first constructing inserts the direction peg (1) of construction, direction peg
(1) being provided with guide control device (2) on, guide control device (2) is laid along direction peg (1) length direction, completes the first step,
Enter second step.In this step, first lift steel-pipe pile (3) to be onstructed, steel-pipe pile (3) is provided with guider (4), guide
Device (4) is laid along steel-pipe pile (3) stake length direction, and guider (4) can mutually be socketed with guide control device (2), pass through guider
(4) with guide control device (2), it can be ensured that steel-pipe pile (3) and direction peg (1) perfect parallelism.Complete second step, enter the 3rd
Step.In this step, pile driving pressure is acted on steel-pipe pile (3) so that in direction and the application point made a concerted effort of pile driving pressure one
Key element of making a concerted effort or the axis of two key elements deviation steel-pipe pile (3) of making a concerted effort.In this step, inclined when the application point made a concerted effort or direction
Behind the axis of steel-pipe pile (3), steel-pipe pile (3) there will be temporary transient off normal by a small margin.Complete the 3rd step, enter the 4th
Step.In this step, make the key element of making a concerted effort deviateing the pile driving pressure of steel-pipe pile (3) axis in step the three step along steel-pipe pile (3)
The periphery of axis is alternately present, and off normal, reset, again off normal, the swing resetted again just occurs in steel-pipe pile (3).Steel-pipe pile (3) exists
Produce during piling and swing, then the swing along with steel-pipe pile (3) is swung by guider (4), and guider (4) then can be avoided
Stuck with the junction of guide control device (2), and make steel-pipe pile (3) be pressed into the soil body smoothly along the direction of direction peg (1),
Meanwhile, because steel-pipe pile (3) ceaselessly swings during piling, the frictional force between steel-pipe pile (3) and surrounding soil will reduce, just
In piling.In this step, along the axis periphery of steel-pipe pile (3), the key element of making a concerted effort of pile driving pressure can occur that symmetry alternately, makes steel
Pile tube (3) produces the symmetrical swing along stake axis during piling.Complete the 4th step, enter the 5th step.In this step,
Complete the pressing pile construction of steel-pipe pile (3), and make this steel-pipe pile (3) become the direction peg of next root steel-pipe pile, until completing to own
The pressing pile construction of stake to be onstructed.In this step, it is connected with guide control device (2) because the side of steel-pipe pile (3) connects to have
Guider (4), the opposite side of steel pipe (3) connects the guide control device (2) used by next pile promising construction, therefore can be by steel
The direction peg that pile tube (3) is constructed as next pile.In the present embodiment, above-mentioned guider (4) and guide control device (2)
The double buckle on steel-pipe pile (3) can be connected to, can be used alternatingly.The present embodiment with lower part, mainly introduce one
Swing pressing pile construction equipment used by steel-pipe pile guide swinging pressing pile construction method.As it is shown in figure 1, this swing pressing pile construction equipment
Including pile press machine pedestal (5), boom hoisting (6), pile driving pressure feedway (7) and pendulous device (8) four part, piling therein
Machine base (5) is to provide location and the pile press machine frame of balance counter-force, pressure for pile driving pressure feedway (7) and pendulous device (8)
Stake power feedway (7) is to be connected and be provided that the utensil of pile driving pressure with steel-pipe pile (3), and pendulous device (8) is to make pile driving pressure
Make a concerted effort application point or direction deviation steel-pipe pile (3) axis and can make deviation steel-pipe pile (3) axis make a concerted effort key element edge
The utensil that steel-pipe pile (3) axis is alternately present.Pendulous device (8) can be the eccentric rotary device being connected with steel-pipe pile (3), bag
Include rotational power equipment (9) and eccentric mass (10) two parts.Axis because of barycenter deviation steel-pipe pile (3) of eccentric mass (10)
Line, when eccentric mass (10) rotates, is applied with eccentric force to steel-pipe pile (3), under the effect of eccentric force, and steel-pipe pile (3) meeting
Occur swinging.In the present embodiment, pendulous device (8) can also is that and is installed on the upper power controller of pile driving pressure feedway (7),
This power controller can control the pile driving pressure feedway (7) pile driving pressure point of resultant force deviation steel-pipe pile during piling
(3) axis the device that is alternately present at steel-pipe pile (3) periphery, such as to control the different oil of pile driving pressure feedway (7)
The modes such as the asynchronous symmetrical pressurization of cylinder realize.
This patent includes but not limited to other construction methods of the alternative use of professional person in this area.
Claims (3)
1. steel-pipe pile swings a pressing pile construction equipment, including pile press machine pedestal (5), boom hoisting (6), pile driving pressure feedway
(7) with pendulous device (8) four part, pile press machine pedestal (5) therein is for pile driving pressure feedway (7) and pendulous device (8)
Thering is provided location and the pile press machine frame of balance counter-force, pile driving pressure feedway (7) is to be connected with steel-pipe pile and be provided that pile driving pressure
Utensil, pendulous device (8) is the application point made a concerted effort or deviation steel-pipe pile (3) axis and can make deviation, direction making pile driving pressure
The utensil that the key element of making a concerted effort of steel-pipe pile (3) axis is alternately present along steel-pipe pile (3) axis.
Steel-pipe pile the most according to claim 1 swing pressing pile construction equipment, it is characterized in that above-mentioned pendulous device (8) be with
The eccentric rotary device that steel-pipe pile (3) connects, and this eccentric rotary device includes rotational power equipment (9) and eccentric mass (10) two
Point.
Steel-pipe pile the most according to claim 1 swings pressing pile construction equipment, it is characterized in that above-mentioned pendulous device (8) is peace
It is loaded on the upper power controller of pile driving pressure feedway (7), and this power controller is to make pile driving pressure feedway (7) in piling
Pile driving pressure point of resultant force in journey deviates steel-pipe pile (3) axis the device being alternately present at steel-pipe pile (3) periphery.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620712331.2U CN205822194U (en) | 2016-07-07 | 2016-07-07 | A kind of steel-pipe pile swings pressing pile construction equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620712331.2U CN205822194U (en) | 2016-07-07 | 2016-07-07 | A kind of steel-pipe pile swings pressing pile construction equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822194U true CN205822194U (en) | 2016-12-21 |
Family
ID=57565844
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620712331.2U Withdrawn - After Issue CN205822194U (en) | 2016-07-07 | 2016-07-07 | A kind of steel-pipe pile swings pressing pile construction equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205822194U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049498A (en) * | 2016-07-07 | 2016-10-26 | 张继红 | Guiding and swinging pile pressing construction method and equipment for steel pipe pile |
| CN110325776A (en) * | 2016-12-23 | 2019-10-11 | 伊特里克公司 | Method of installing a pile adapted to support an offshore wind turbine, wave induced motion compensated pile holding system, vessel and pile holding device |
-
2016
- 2016-07-07 CN CN201620712331.2U patent/CN205822194U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049498A (en) * | 2016-07-07 | 2016-10-26 | 张继红 | Guiding and swinging pile pressing construction method and equipment for steel pipe pile |
| CN106049498B (en) * | 2016-07-07 | 2018-04-20 | 张继红 | A kind of steel-pipe pile guide swinging pressing pile construction method and its construction equipment |
| CN110325776A (en) * | 2016-12-23 | 2019-10-11 | 伊特里克公司 | Method of installing a pile adapted to support an offshore wind turbine, wave induced motion compensated pile holding system, vessel and pile holding device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20161221 Effective date of abandoning: 20180420 |