CN206128038U - Self -propelled island reef basis construction platform of equipment that hangs is bored in area - Google Patents
Self -propelled island reef basis construction platform of equipment that hangs is bored in area Download PDFInfo
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- CN206128038U CN206128038U CN201621143738.4U CN201621143738U CN206128038U CN 206128038 U CN206128038 U CN 206128038U CN 201621143738 U CN201621143738 U CN 201621143738U CN 206128038 U CN206128038 U CN 206128038U
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- propelled
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Abstract
The utility model provides a self -propelled island reef basis construction platform of equipment that hangs is bored in area, includes that platform main part and brill hang integrative rig, be equipped with at least one running gear in the platform main part, running gear drives the walking of platform main part, the mid -mounting of platform main part has the brill to hang integrative rig, at least one side of platform main part is equipped with the construction opening that gos deep into platform main part certain distance, the deep position of construction opening is arranged in to bore and is hung under the rig of integrative rig, the big or small phase -match of construction opening and rig drilling rod. The utility model relates to an easy operation, platform be reliable and stable, guaranteed a stake quality, guarantees platform positioning's quick accuracy, has practiced thrift the engineering time self -propelled island reef basis construction platform of equipment that hangs is bored in area of greatly reduced construction cost and work load greatly.
Description
Technical field
The utility model is related to a kind of self-propelled islands and reefs foundation construction platform with the equipment that hangs is bored.
Background technology
The key that permanent building is built on marine coral reef disk is how high efficient and reliable completes foundation
Construction and how to reduce to naturally destruction while ensureing efficient, and it is to fill out reef using blowing sand to expand reef island of founding a capital now
The mode on island is built, but is adopted and destroy significantly in this way coral reef disk, to coral reef disk expendable loss is caused.
And adopt the skerries for being formed in this way, due to being land that simple dependence coral reef and sand are filled into, meet with wave
Corrode with sea wind, it is easy to destroyed, it is therefore desirable to make cofferdam in reclaimation area periphery, prevent wave from corroding, and on cofferdam
The separation layer that additional concrete and sandstone are constituted is needed, contact of the sandbag with seawater is intercepted, meanwhile, in outermost, in addition it is also necessary to cloth
If concrete element, stop wave, therefore adopt the island built up in such a way, need substantial amounts of sandy soil to fill, not only into
This height, take time and effort, and immeasurable loss is brought to ecology, therefore make high-rise pile cap and be undoubtedly and a kind of solve simultaneously
Certainly under water reef disk basis with protrusion surface platform good scheme.
And now the operation platform on islands and reefs is laid again by the way of stake after first being driven piles on coral reef disk by stake machine
Build platform, on the one hand, low using stake machine piling efficiency, and need to also need to lift after the completion of steel reinforcement cage etc. after the completion of driving piles
Continuous construction operation, because existing stake machine is all only responsible drilling operation, the work such as lifting then needs to configure special rising resets
It is standby, not only increase construction cost, and also when constructing on islands and reefs foundation construction platform, two equipment itself are laid in the region of construction
It is just very difficult, and also need to consider the factors such as load, the balance of operation platform, even resulting in cannot complete two equipment
While lay, on the other hand even if not considering the efficiency of a machine, piling machine is to apply man-hour requirement positioning, existing construction flat
Platform adopts " two lobe type machines tie up ship " form, location hole to be arranged on two lobe type machines and tie up between ship, on the one hand because piling machine is in construction
When put forth effort, in the side of operation platform, toppling for operation platform to be likely to result in when the sea is rough, stake is high after another aspect pile
Go out the water surface and stake is just in the junction of two lobeds, it is necessary to which separating hull can just be displaced to next position, existing operation platform
It is non-self-propulsion type, displacement is needed to be dragged using large ship or pushed away and comes in place, and this displacement mode takes and troublesome poeration, and this
Kind construction method is laborious time-consuming and damages Ship Structure, therefore how to ensure that it is right to reduce as far as possible while island efficiency is built in raising
The destruction of environment is present problem demanding prompt solution.
Utility model content
The utility model solves the deficiencies in the prior art and is to provide a kind of simple to operate, platform stable reliability, ensure that
Pile quality, it is ensured that platform positioning it is quick accurate, greatly save the engineering time, substantially reduce construction cost and workload
Self-propelled islands and reefs foundation construction platform with the equipment that hangs is bored.
In order to solve above-mentioned technical problem, a kind of self-propelled islands and reefs basis with the equipment that hangs is bored that the utility model is provided is applied
Work platform, including main platform body and brill hang one rig, the main platform body is provided with least one walking mechanism, the walking
Mechanism drives main platform body walking, brill is provided with the middle part of the main platform body and hangs one rig, and the main platform body is at least
Side is provided with the construction opening for going deep into main platform body certain distance, and the deep position of the construction opening is placed in brill and hangs one rig
Rig immediately below, it is described construction opening match with the size of borer drill rod.
The construction opening arranges a plurality of along main platform body side, the pile spacing of the adjacent construction aperture pitch and stake position
Match.
The main platform body is provided with and is kept for one of main platform body balance or construction process requirement be open to a plurality of construction.
Described to bore the base for hanging one rig by straight line traveling device in main platform body, the straight line moving is filled
The guide rail put is laid along a plurality of construction opening arragement direction.
The walking mechanism includes walking strut, buffer unit and running gear, and the walking strut is by radially spacing
Device stretches to seabed through main platform body, and the upper end of the walking strut is arranged on the top of main platform body, by buffer unit
It is connected with running gear and the lower end of the walking strut sinks under the water, the walking strut causes running gear using deadweight
Contact with seabed, the running gear is driven by power set and walked, the buffer unit includes at least one spring, described
One end of spring is arranged on the lower end of walking strut, and the other end of the spring is hinged by hinge with the running gear, institute
State and be also equipped with main platform body transfer, the walking strut drives walking strut to rotate vertically by transfer.
The main platform body is provided with and is fixed in main platform body and is supported in main platform body a plurality of on the water surface
Supporting leg, the supporting leg is telescopic outrigger.
The spring is steel spring, air spring or rubber spring.
The running gear is road wheel or crawler belt.
It is described brill hang one rig including base, the column on base, be fixed on column upper end loop wheel machine assembly,
The unit head of the guide rail slide downward that can be laid along uprights vertical direction on column, drive on column unit head
The pressue device that slides up and down in column, to install and can provide drilling power along its guide rail slide downward and by unit head on column
Drilling tool and the master winch on base, the loop wheel machine assembly or the column are added by many tensioning steel wire ropes with base
It is solidly connected, the steel wire rope of the master winch is connected by the loop wheel machine assembly with the drilling tool, and the loop wheel machine assembly hangs for gooseneck boom
Machine assembly.
The column is tensed by many along the circumferential direction uniform tensioning steel wire ropes laid.
Due to adopting said structure, brill is hung one rig and is erected in main platform body by the utility model, and and platform
The construction aperture position arranged in main body matches, and on the one hand loop wheel machine assembly and drilling tool are arranged on a column simultaneously, so as to
Laying space is greatlyd save, construction cost is reduced, on the other hand because opening of constructing gos deep into main platform body, so that bore
The laying that one rig can be in the middle part of main platform body is hung, and bores the drilling rod for hanging one rig by being deep in main platform body
Construction opening positioned, it is ensured that during construction piling machine or rig on operation platform be in gravitational equilibrium state so that
Operation platform is more stable.
Operation platform is provided with a plurality of construction opening equidistant with pilespacing, while bore hanging one rig also by linear rows
Walking apparatus are arranged in main platform body, by straight line traveling device so that in the case that main platform body is not moved, can drive brill
Hang one rig carries out operation multiple positions, greatlys save the time that rig determines hole position, greatly improves drilling machine construction efficiency.
It is open and is arranged in main platform body by is arranged on multiple construct equidistant with pilespacing in main platform body
Walking mechanism is engaged, and walking mechanism drives the road wheel of main platform body automatic shift, walking mechanism to walk in seabed, realizes applying
Work platform automatic shift and positioning, be on the one hand in operation platform after pile, it is only necessary to walking mechanism drives main platform body edge
Move after construction opening and just may exit off stake, so that mobile operation platform is not limited by stake, on the other hand, due to adjacent studs
Bit interval distance is shorter, too big due to opening inertia if driven with towboat or screw, causes disposable displacement big,
Therefore generally require repeatedly realize positioning back and forth, and adopt road wheel, walked using frictional force, it is possible to achieve short distance
Displacement, Multidirectional-moving is realized by transfer, realize the self adaptation of road wheel and seabed using the deadweight of walking strut,
Ensure that road wheel keeps contacting with seabed, brake or rollback are realized using the rotating of road wheel, so as to ensure the quick of positioning
With it is accurate, and walking mechanism is provided with buffer unit, realizes that running gear crosses sea by the spring and hinge of buffer unit
Bottom reef disk abrupt slope, so as to greatly improve the adaptability of walking mechanism.Huge platform can be propped up by lifting landing leg and be higher by the water surface
To ensure the stability of multiple stage drilling machine construction, so as to ensure that pile quality.
In sum, the utility model is a kind of dependable performance, multiple functional, the operation platform of high degree of automation, profit
It is engaged with walking mechanism and construction opening so that this device can move forward to hole position and complete disposably to be directed at multiple stake holes, and stake is complete
Cheng Hou, moves just may exit off afterwards, simple to operation, the engineering time is greatlyd save, it is ensured that pile quality, using this platform
Permanent high-rise pile cap is built on marine coral reef disk for the mode on existing Tian Jiaojian islands of blowing sand, it is only necessary to
Punch on coral reef disk and lay out pile, substantial destruction will not be caused to coral reef disk, and not only will not break after construction of platform
Bad benthic ecosystems, and because high-rise pile cap is the presence of exposing sea so that one formed below of high-rise pile cap is beneficial to
The thing bed of aquatic organism breeding, improves the reproduction speed of various aquatic organisms, and high-rise pile cap is affected little by wave and sea wind, puts down
Platform is stablized, and construction cost and workload are substantially reduced, therefore the utility model great popularization.
Description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the schematic diagram of the utility model gooseneck boom loop wheel machine assembly.
Fig. 3 leads the schematic diagram of earthenware for the utility model.
Fig. 4 is the schematic diagram of the utility model drilling tool.
Fig. 5 is the schematic diagram of the utility model straight line traveling device.
Fig. 6 is front view of the present utility model.
Fig. 7 is top view of the present utility model.
Fig. 8 (a) is state diagram of the utility model in normal walking.
Fig. 8 (b) is state diagram of the utility model at seabed Jiao Panyou abrupt slopes.
Fig. 8 (c) is the utility model in the state diagram after steep slope topography.
Fig. 9 (a) is the state diagram that the utility model shifts near stake position.
Fig. 9 (b) is that the utility model completes the state diagram to stake.
Specific embodiment
The utility model is further illustrated below in conjunction with the accompanying drawings.
It is a kind of to hang the self-propelled islands and reefs foundation construction platform of equipment with boring, including main platform body 10 and brill hang one rig,
The main platform body 10 is provided with least one walking mechanism, and the walking mechanism drives main platform body 10 to walk, the platform
The middle part of main body 10 is provided with brill and hangs one rig, and at least side of the main platform body 10 is provided with that to go deep into main platform body 10 certain
The construction opening 109 of distance, the 109 deep positions of construction opening are placed in bores immediately below the rig for hanging one rig, described
Construction opening 109 matches with the size of borer drill rod.
Referring to Fig. 1, the brill hangs one rig including straight line traveling device 1；On described straight line traveling device 1
Base 2；Installed in the column 4 of described base 2；Gooseneck boom loop wheel machine assembly 5 on described column 4；Installed in institute
Can be along the unit head 8 of its guide rail slide downward on the column 4 stated；Can be along its guide rail slide downward on described column 4
Worker carrying basket 15；The tensioning steel wire rope of the described base 2 of connection and described gooseneck boom loop wheel machine assembly 5 or described column 4
7, during drilling machine construction, the tensioning steel wire rope 7 of described column 4 by described in some is strained and fixed；On described column 4
Along its guide rail slide downward, and the drilling tool 6 of drilling power can be provided by described unit head 8；Drive on described column 4
Move the pressue device 9 that described unit head 8 is slided up and down in described column 4；Rig may be arranged on waterborne traffic accident 10,
Oil cylinder 16 is promoted to connect described base 2 and described waterborne traffic accident 10；The hydraulic oil container 3 of rig is immersed in water；It is main
The steel wire rope of elevator 12 is connected by transition pulley 13, described gooseneck boom loop wheel machine assembly 5 with described drilling tool 6；Lead earthenware 14 to install
On described column 4.
Referring to Fig. 2, the gooseneck boom frame 51 in described gooseneck boom loop wheel machine assembly 5 is connected by rotating shaft 52 with bearing 54, swings oil
Cylinder 55 is connected with described bearing 54, gooseneck boom frame 51, and loop wheel machine pivoting support 53 is connected with described bearing 54, loop wheel machine 56 with it is described
Loop wheel machine pivoting support 53 connect.Rear wheel 511 in described gooseneck boom frame 51 is with front wheel 512 with described loop wheel machine revolution
Hold and be arranged symmetrically before and after 53 axis, the described steel wire rope of master winch 12 is arranged symmetrically before and after described column 4, stress is certainly flat
Weighing apparatus.When rig lifts described drilling tool 6, it is possible to use described gooseneck boom loop wheel machine assembly 5 voluntarily completes to install, gooseneck boom loop wheel machine assembly
5 can also complete other lifting tasks such as lifting steel reinforcement cage during construction.
Referring to Fig. 3, described leads earthenware 14 on described column 4, and when rig creeps into, described leads earthenware 14
Withdraw, when rig throws soil, described earthenware 14 of leading opens.Rig displacement is not needed when so rig throws soil, described is led
Earthenware 14 is opened, and the drilling tool 6 will bore soil, and directly throwing is led on earthenware 14 in described, and by described earthenware 14 of leading soil guiding will be bored
And shed outside hole position.
Referring to Fig. 4, described drilling tool 6 can adopt individual layer drilling rod using multilayer or individual layer drilling rod, the drilling tool 6 in this example,
Comprising some section individual layer pars 62 in the drilling tool 6, described par 62 is connected by square toes with basic rod 61, by taking
Match somebody with somebody, combine the drilling tool of different length.
Referring to Fig. 5, the guide rail in described straight line traveling device 1 is fixed on described waterborne traffic accident 10, slide block
On the described base 2 of 11 connections, and can slide on described guide rail.
Referring to Fig. 6 and Fig. 7, the self-propelled islands and reefs foundation construction platform with the equipment that hangs is bored includes main platform body 10, supporting leg
102, strut 103 of walking, transfer 104, spring 105, hinge 106, road wheel 107, motor 108, construction opening 109.
With reference to shown in Fig. 8 (a), the figure is the walking manner that this is utility model.On main platform body 10 is bubbled through the water column, need
Specified location is displaced to, first needs to operate supporting leg 102 to be all up retracted away from reef.Road wheel 107 on walking strut 103
Contact seabed, the motor 108 positioned at walking strut 103 bottom drives road wheel 107 to rotate, and road wheel 107 is produced with seabed and rubbed
Wipe power and operation platform movement is promoted by walking strut 103.When needing operation platform to turn to displacement, start and be located at main platform body
10 transfer 104, rotates walking strut 103, and road wheel 107 also have rotated angle, makes main platform body 10 turn to movement.
With reference to shown in Fig. 8 (b), when seabed Jiao Panyou abrupt slopes are run into, road wheel 107 climbs up along abrupt slope, while row
Walk the also upward sliding in main platform body 10 of strut 103.The resistance on abrupt slope can make strut 103 that bending is produced at hinge 106, subtract
The resistance of few road wheel 107, protects running gear.
With reference to shown in Fig. 8 (c), road wheel 107 is after steep slope topography, and walking strut 103 is downward in main platform body 10
Slide, because walking resistance is reduced, in the presence of spring 105, the self-aligning of strut 103 of walking.Make by above-mentioned walking manner
Operation platform reaches the position specified.
With reference to shown in Fig. 9, operation platform needs the stake position for being disposably directed at multiple specified locations.With reference to shown in Fig. 9 (a),
The walking function carried using operation platform, makes construction opening 109 slowly align piles position and shift near.With reference to shown in Fig. 9 (b), when
Complete to stake when a plurality of center of construction opening 109 on operation platform is with stake position center superposition.
The foregoing is only preferred embodiment of the present utility model, to those skilled in the art, this practicality
It is new to have various modifications and variations.All any modifications within spirit of the present utility model and principle, made, equivalent are replaced
Change, improve, should be included within protection domain of the present utility model.
Claims (10)
- It is 1. a kind of to hang the self-propelled islands and reefs foundation construction platform of equipment with boring, it is characterised in that：Including main platform body (10) and brill One rig is hung, the main platform body (10) is provided with least one walking mechanism, and the walking mechanism drives main platform body (10) walk, brill is installed in the middle part of the main platform body (10) and hangs one rig, at least side of the main platform body (10) The construction opening (109) for going deep into main platform body (10) certain distance is provided with, the deep position of construction opening (109) is placed in brill Hang immediately below the rig of one rig, construction opening (109) matches with the size of borer drill rod.
- It is 2. according to claim 1 to hang the self-propelled islands and reefs foundation construction platform of equipment with boring, it is characterised in that：It is described to apply Work opening (109) arranges a plurality of along main platform body (10) side, the pile spacing of adjacent construction opening (109) spacing and stake position Match.
- It is 3. according to claim 2 to hang the self-propelled islands and reefs foundation construction platform of equipment with boring, it is characterised in that：It is described flat Platform main body is provided with and is kept for one of main platform body balance or construction process requirement be open (109) to a plurality of construction.
- It is 4. according to claim 2 to hang the self-propelled islands and reefs foundation construction platform of equipment with boring, it is characterised in that：The brill The base (2) of one rig is hung by straight line traveling device (1) in main platform body (10), the straight line traveling device (1) guide rail is laid along a plurality of construction opening (109) arragement direction.
- 5. the band according to one of Claims 1-4 bores the self-propelled islands and reefs foundation construction platform of the equipment that hangs, and its feature exists In：The walking mechanism includes walking strut (103), buffer unit and running gear (107), and walking strut (103) is led to Cross radial limiting device and stretch to seabed through main platform body (10), the upper end of the walking strut (103) is arranged on main platform body (10) top, is connected by buffer unit with running gear (107) and water is sunk in the lower end of walking strut (103) Under, walking strut (103) causes running gear (107) to contact with seabed using deadweight, and the running gear (107) passes through Power set drive walking, the buffer unit to include at least one spring (105), and one end of the spring (105) is arranged on The lower end of walking strut (103), the other end of the spring is hinged by hinge (106) with the running gear (107), described Transfer (104) is also equipped with main platform body (10), walking strut (103) is driven by transfer (104) to be gone Walk strut (103) to rotate vertically.
- It is 6. according to claim 5 to hang the self-propelled islands and reefs foundation construction platform of equipment with boring, it is characterised in that：It is described flat Platform main body (10) is provided with a plurality of for being fixed in main platform body (10) and being supported in main platform body (10) on the water surface Leg (102), the supporting leg (102) is telescopic outrigger.
- It is 7. according to claim 5 to hang the self-propelled islands and reefs foundation construction platform of equipment with boring, it is characterised in that：The bullet Spring (105) is steel spring, air spring or rubber spring.
- It is 8. according to claim 5 to hang the self-propelled islands and reefs foundation construction platform of equipment with boring, it is characterised in that：The row Walking apparatus (107) are road wheel or crawler belt.
- It is 9. according to claim 5 to hang the self-propelled islands and reefs foundation construction platform of equipment with boring, it is characterised in that：The brill One rig is hung including base (2), the column (4) on base (2), the loop wheel machine assembly for being fixed on column (4) upper end, peace Being mounted on column (4) can be along the unit head (8) of the guide rail slide downward of column (4) vertical direction laying, on column (4) Drive pressue device (9) that unit head (8) slides up and down in column (4), installing can be along its guide rail slide downward simultaneously on column (4) Drilling tool (6) and the master winch (12) on base, the loop wheel machine assembly or the institute of drilling power are provided by unit head (8) State column (4) by many tensionings steel wire rope (7) with base (2) plus be solidly connected, the steel wire rope of the master winch (12) is by institute State loop wheel machine assembly to be connected with the drilling tool (6), the loop wheel machine assembly is gooseneck boom loop wheel machine assembly (5).
- It is 10. according to claim 9 to hang the self-propelled islands and reefs foundation construction platform of equipment with boring, it is characterised in that：It is described Column (4) is tensed by many along the circumferential direction uniform tensioning steel wire ropes (7) laid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621143738.4U CN206128038U (en) | 2016-10-20 | 2016-10-20 | Self -propelled island reef basis construction platform of equipment that hangs is bored in area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621143738.4U CN206128038U (en) | 2016-10-20 | 2016-10-20 | Self -propelled island reef basis construction platform of equipment that hangs is bored in area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206128038U true CN206128038U (en) | 2017-04-26 |
Family
ID=58573173
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621143738.4U Withdrawn - After Issue CN206128038U (en) | 2016-10-20 | 2016-10-20 | Self -propelled island reef basis construction platform of equipment that hangs is bored in area |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206128038U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368199A (en) * | 2016-10-20 | 2017-02-01 | 山河智能装备股份有限公司 | Self-walking type island foundation construction platform with drilling and hoisting device |
-
2016
- 2016-10-20 CN CN201621143738.4U patent/CN206128038U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368199A (en) * | 2016-10-20 | 2017-02-01 | 山河智能装备股份有限公司 | Self-walking type island foundation construction platform with drilling and hoisting device |
| CN106368199B (en) * | 2016-10-20 | 2018-08-17 | 山河智能装备股份有限公司 | A kind of band brill hangs the self-propelled islands and reefs foundation construction platform of equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170426 Effective date of abandoning: 20180817 |