CN205475227U - Marine moving platform pile construction is equipped - Google Patents
Marine moving platform pile construction is equipped Download PDFInfo
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- CN205475227U CN205475227U CN201620278823.5U CN201620278823U CN205475227U CN 205475227 U CN205475227 U CN 205475227U CN 201620278823 U CN201620278823 U CN 201620278823U CN 205475227 U CN205475227 U CN 205475227U
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- platform
- pile
- piling
- total beam
- straight stake
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Abstract
The utility model provides a marine moving platform pile construction is equipped, is including pile platform, crawler crane, leading truck, diesel oil jump bit. Through the mode of setting up the platform gradually to the sea, accomplish the steel -pipe pile and sink and establishes, operation safety, convenient to use, pile sinking precision <= 10cm, the pile precision is high, surge, under the well long -period wave sea situation, the construction can not receive the influence, efficiency is reliable. The platform impels to pier extending direction, beat through the support of platform itself earlier and establish middle straight stake, to constitute total roof beam structure of platform main part again establishes in the straight stake in centre, the total roof beam of rethread supports plays the straight stake of the support of establishing both sides, expand earlier the platform, consolidate the platform again, beat at last and establish batter pile, it is more firm to make batter pile beat when establishing the platform, guarantee that batter pile beats the precision of establishing, it all is on the good platform that supports of atress also to make beating of straight stake and batter pile establish, avoid surging and the influence of well long -period wave, guarantee the construction progress.
Description
Technical field
This utility model relates to one can set steel-pipe pile construction equipment by marine mobile platform surging, under middle long-period wave effect.
Background technology
Sea sets steel-pipe pile at present, mainly uses pile driving barge.This technique is primarily present two shortcomings: 1, piling precision is low,
Generally within 30cm；If 2 run into severe sea condition, such as, surge, middle long-period wave can cause pile driving barge strenuous exercise,
Thus precision of driving piles cannot ensure, construction speed also cannot ensure.
Utility model content
The deficiency that this utility model exists for above-mentioned prior art, it is proposed that a kind of marine mobile platform piling construction equipment.
Marine mobile platform piling construction equipment of the present utility model, including piling platform, crawler crane, leading truck, diesel oil impact
Hammer.
Described piling platform includes multiple total beam arranged side by side, and described total beam is supported by the spud pile set up, and Zong Liangshang is provided with row
Track.
Described crawler crane, leading truck, diesel oil jump bit are arranged on piling platform.
Preferably, described total beam includes girder and is positioned at the positioning beam of girder both sides, and described crawler crane is positioned on runway.
Preferably, described total beam is provided with alignment pin, and described alignment pin is inserted in the stake holes that corresponding spud pile is arranged.
Preferably, described spud pile contacts connection with total beam.
The beneficial effects of the utility model are: this utility model, by gradually by the way of platform is set up at sea, completes steel-pipe pile and sinks
If operating safety, easy to use, pile sinking precision≤10cm, piling precision is high, surging, under middle long-period wave sea situation, executes
Work is unaffected, and efficiency is reliable.Platform advances to harbour bearing of trend, and the support first passing through platform itself sets middle straight
Stake, more total roof beam structure of composition main platform body is set in middle straight stake, then supported the straight stake of support setting both sides by total beam, first
Expansion platform, then platform is reinforced, finally setting taper pile, when making taper pile set, platform is more firm, it is ensured that the essence that taper pile sets
Degree, also making straight stake and setting of taper pile is all on the platform of stress excellent support, it is to avoid surge and the impact of middle long-period wave,
Ensure construction speed.Platform advances to harbour bearing of trend, installs runway on the girder of total beam, and pile driving equipment is diesel oil punching
Hammer, is circulated dismounting and transports the crawler crane of total beam on runway, advance convenient, it is ensured that piling work can on platform
Circulation rapidly is carried out.The runway of platform and Zong Liang are easy to tear open, it is possible to realize cyclically moving operation.Pass through fixed guide
Frame sets taper pile, it is possible to be accurately positioned taper pile, and ensures gradient.Total beam is by alignment pin grafting, and assembling is easily, it is simple to
Location and installation, improves working performance and homework precision.Total beam directly rides on spud pile, is in contact with it connection, between the two
Fixing without connector or be welded to connect, the frictional force produced by self gravitation ensures that it is stably fixed to spud pile
On, there is not relative displacement in total beam and spud pile, so that all spud piles stress simultaneously, it is ensured that rocking of whole platform
Within 10cm.
Accompanying drawing explanation
Accompanying drawing 1 is the schematic diagram one of marine mobile platform piling construction technique of the present utility model；
Accompanying drawing 2 is the schematic diagram two of marine mobile platform piling construction technique of the present utility model；
Accompanying drawing 3 is the schematic diagram three of marine mobile platform piling construction technique of the present utility model；
Accompanying drawing 4 is the structural representation of total beam of the present utility model.
Detailed description of the invention
In order to be able to further appreciate that structure of the present utility model, feature and other purpose, in conjunction with appended preferred embodiment specifically
Bright as follows, illustrated preferred embodiment is merely to illustrate the technical solution of the utility model, and non-limiting this utility model.
Detailed description of the invention of the present utility model is as follows:
As shown in Figures 1 to 4, the utility model discloses a kind of marine mobile platform piling construction equipment, including piling platform 1,
Crawler crane 3, leading truck 4, diesel oil jump bit.
Set spud pile on offshore land or phytal zone, shoal, spud pile is laid piling platform.Piling platform 1 includes also
Multiple total beam 2 of row, total beam 2 is supported by the spud pile set up, total beam 2 is provided with runway 5.Crawler crane 3, guiding
Frame 4, diesel oil jump bit are arranged on piling platform 1.
Straight stake beam 24 is set in piling platform side, is set the middle straight stake 6 of next framed bent by straight stake beam, in middle straight stake 6
The total beam of upper installation 2, newly installed total beam 2 composition piling platform, moves piling platform 1 to piling direction.
As shown in Figure 4, total beam 2 includes girder 21 and is positioned at the positioning beam 22 of girder 21 both sides, and crawler crane 3 is positioned at runway
On 5.The positioning beam 22 being in cantilever position utilizing total beam 2 both sides to arrange sets the straight stake of support 7 of both sides, after pile sinking
The straight stake support beam being attached in positioning beam 22 is moved to supporting straight stake 7 top, make the positioning beam 22 being in cantilever position change
For simply-supported state, making the straight stake of support 7 support total beam 2 two ends, total beam 2 completes whole supports and fixes.
Utilize the leading truck 4 installed on total beam 2 to carry out squeezing into the guiding of angles and positions, set taper pile by diesel oil jump bit.
After installing new total beam 2, the opposite side piling parts such as total beam 2 of platform 1, runway 5 are removed, and are transported to piling
Side, direction, is ready for the installation exercise of next framed bent, is circulated installation.The transport of total parts such as beam 2, runway 5
Then carry out handling by the crawler crane 3 on runway 5.
Total beam 2 is provided with alignment pin 23, and alignment pin 23 is inserted in the stake holes that corresponding spud pile is arranged.During total beam is installed to
Between in straight stake 6 time, by insertion that alignment pin 23 is alignd with middle straight stake 6, can be by total beam 2 location and installation to middle straight stake
On 6.Spud pile contacts connection with total beam 2, and total beam 2 entirety is directly overlapped on spud pile, is produced by total beam 2 self gravitation
Raw frictional force is fixed, and without being weldingly connected between spud pile, piling platform 1 can be made steadily to fix.
Set piling platform；The land or shoal shallow water area on bank are first laid piling platform, due on land and shoal
The impact of surge or hypo is less, and piling platform can accurately set.
Piling platform side arranges straight stake beam, is set the middle straight stake of next framed bent by straight stake beam, installs total in middle straight stake
Beam, composition piling platform, platform of driving piles is to piling direction loopy moving.
In the middle of utilizing after the total beam of installation of vertical piles, the positioning beam being in cantilever position utilizing Zong Liang both sides to arrange sets the support of both sides
Straight stake, moves the straight stake support beam being attached in positioning beam after pile sinking to supporting straight stake top, makes to be in cantilever position
Positioning beam changes simply-supported state into.Support straight stake and total beam is supported by middle straight stake jointly.
Lay leading truck at Zong Liangshang, set taper pile by leading truck.Fixed guide frame guide taper pile squeeze into angles and positions,
Ensure taper pile sets precision.
After total beam is installed, runway is installed in the middle part of total beam.By runway, total beam is coupled together, and make flat equipments on stage lead to
Cross runway to move, near job position, it is simple to the dismounting of the platform components such as piling and total beam.
Total beam on rear side of piling platform, after piling direction is moved, is removed, is circulated installation by piling platform.Each structure is followed
Ring utilizes, and utilization rate of equipment and installations is high, controls construction cost, and operating speed is the fastest.
Claims (4)
1. a marine mobile platform piling construction equipment, it is characterised in that include drive piles platform, crawler crane, leading truck, diesel oil punching
Hammer,
Described piling platform includes multiple total beam arranged side by side, and described total beam is supported by the spud pile set up, and Zong Liangshang is provided with driving
Road；
Described crawler crane, leading truck, diesel oil jump bit are arranged on piling platform.
Marine mobile platform piling construction equipment the most according to claim 1, it is characterised in that described total beam includes girder and position
In the positioning beam of girder both sides, described crawler crane is positioned on runway.
Marine mobile platform piling construction equipment the most according to claim 1, it is characterised in that described total beam is provided with alignment pin,
Described alignment pin is inserted in the stake holes that corresponding spud pile is arranged.
Marine mobile platform piling construction equipment the most according to claim 1, it is characterised in that described spud pile contacts with total beam
Connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620278823.5U CN205475227U (en) | 2016-04-06 | 2016-04-06 | Marine moving platform pile construction is equipped |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620278823.5U CN205475227U (en) | 2016-04-06 | 2016-04-06 | Marine moving platform pile construction is equipped |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205475227U true CN205475227U (en) | 2016-08-17 |
Family
ID=56643344
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620278823.5U Active CN205475227U (en) | 2016-04-06 | 2016-04-06 | Marine moving platform pile construction is equipped |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205475227U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696538A (en) * | 2016-04-06 | 2016-06-22 | 中交航局第二工程有限公司 | Mobile offshore unit piling construction process and equipment |
-
2016
- 2016-04-06 CN CN201620278823.5U patent/CN205475227U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696538A (en) * | 2016-04-06 | 2016-06-22 | 中交航局第二工程有限公司 | Mobile offshore unit piling construction process and equipment |
| CN105696538B (en) * | 2016-04-06 | 2018-07-06 | 中交第一航务工程局有限公司 | Marine mobile platform piling construction technique and equipment |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |