CN209114417U - Harbour integrated construction system based on stake top top pushing platform - Google Patents
Harbour integrated construction system based on stake top top pushing platform Download PDFInfo
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- CN209114417U CN209114417U CN201821572662.6U CN201821572662U CN209114417U CN 209114417 U CN209114417 U CN 209114417U CN 201821572662 U CN201821572662 U CN 201821572662U CN 209114417 U CN209114417 U CN 209114417U
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- truss
- stake top
- platform
- stake
- pushing platform
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Abstract
The harbour integrated construction system based on stake top top pushing platform that the utility model discloses a kind of, it includes stake top top pushing platform and truss transportation system, stake top top pushing platform includes carrying job platform, the bottom of carrying job platform is connected with stake top positioning thrustor, one end of carrying job platform is connected with leading truck, the other end of carrying job platform is connected with truss transportation system, and truss transportation system includes truss, is provided on truss for steel pile casting conveying mechanism and concreting pipeline.The utility model structure is simple, easy to use, it passes through stake top top pushing platform and truss transportation system is integrated, flexible mobile, the quickly positioning for realizing stake top top pushing platform, allows to synchronously complete piling and bored pile construction continuous productive process, shortens duty cycle, reduce construction cost, improve Wharf Construction work efficiency.
Description
Technical field
The utility model relates to a kind of Wharf Construction system, the utility model belongs to piling Technology, and in particular to one
Harbour integrated construction system of the kind based on stake top top pushing platform.
Background technique
In the prior art, Wharf Construction system generally utilizes stake top top pushing platform to complete the piling of steel pile casting, utilize trestle
Complete the transport of steel pile casting and the movement of staff and equipment.And the construction equipment that stake top top pushing platform is novel as one kind,
It is used to pile foundation construction at present, potential is not fully exerted, meanwhile, current stake top top pushing platform construction is used to straight stake stake
Base, the connection type between platform and vertical steel tubular pole, between steel-pipe pile and steel-pipe pile is: stake is used between platform and steel-pipe pile
Top positioning thrustor, stake top positioning thrustor cover that (stake top positioning device specific structure is referring to middle promulgated by the State Council in steel pipe stake top
Bright patent CN105442517A).It is attached between steel-pipe pile using the pull rod of articulated form, which lacks there are following
Fall into: the connecting rod of 1. articulated forms can not correct the construction deviation of steel-pipe pile；2. the load generated when platform walking or operation
Act on not of uniform size on the steel-pipe pile of different location, whole structural stability is not high；3. the connecting rod of articulated form
It is limited to the support of steel-pipe pile, reinforcement stabilization.
Material needed for stake top top pushing platform is transported generally by trestle or other facilities to platform.Trestle cost is high
It is high, be temporary construction facility, undertake engineering construction raw material, etc. loading vehicles traveling pass through, it is long using the time, by summer flooding
It influences serious；Therefore, during trestle is set up, quality control seems increasingly important.Staff need from trestle or other
Facility climbs up top pushing platform, and there are inconveniences, conceals some potential safety problems.Pouring for concrete needs special cantilever crane
Pump truck is poured at a distance on trestle platform.The carrying of some construction equipments also has inconvenience.
To sum up, it would be highly desirable to develop a kind of harbour integrated construction system of integrated form.
Summary of the invention
The purpose of this utility model is to provide a kind of collection pile foundation construction, transport of materials, staff's passage, concrete to pour
The functions such as build in integrated operation platform, to solve the above problems.
In order to solve the above technical problems, the utility model uses such a harbour one based on stake top top pushing platform
Change construction system comprising stake top top pushing platform and truss transportation system, the stake top top pushing platform include carrying job platform,
The bottom of the carrying job platform is connected with stake top positioning thrustor, and one end of the carrying job platform is connected with guiding
The other end of frame, the carrying job platform is connected with the truss transportation system, and the truss transportation system includes truss, institute
It states and is provided on truss for steel pile casting conveying mechanism and concreting pipeline.
In order to solve the above technical problems, by horizontally disposed and can between two stake tops positioning thrustor of arbitrary neighborhood
The link assembly of axial stretching connects.
In a kind of preferred embodiment of the utility model, the link assembly includes first connecting rod, and described first connects
At least one end of bar positions thrustor with the stake top by screw structure and connect.
In a kind of preferred embodiment of the utility model, the screw structure includes being set to stake top positioning top
Second connecting rod in pushing device and the third connecting rod for connecting first connecting rod and second connecting rod, the first connecting rod end it is interior
Screw thread, the end of the second connecting rod are provided with internal screw thread, and the both ends of the third connecting rod are provided with external screw thread.
In a kind of preferred embodiment of the utility model, the link assembly includes first connecting rod, and described first connects
At least one end of bar positions thrustor with the stake top by hydraulic cylinder and connect.
In a kind of preferred embodiment of the utility model, the leading truck includes cross moving track, double-layer rack body, sliding
Frame and tubular pole locating detent, the cross moving track is along the lateral arrangement for carrying job platform, the double-layer rack body and the cross
Track sliding connection is moved, each layer of the double-layer rack body is slidably connected with the sliding of perpendicular arrangement
Frame is slidably connected with the tubular pole locating detent on the sliding rack.
In a kind of preferred embodiment of the utility model, the double-layer rack body drives opposite institute by first hydraulic cylinder
It is mobile to state cross moving track, the sliding rack drives, the tubular pole positioning mobile relative to the double-layer rack body by second hydraulic cylinder
Pawl is mobile relative to the sliding rack by third Driven by Hydraulic Cylinder.
In a kind of preferred embodiment of the utility model, the tubular pole locating detent includes fixing seat and movable claw, institute
It states movable claw and the fixing seat is hinged, be provided between the movable claw and the fixing seat for opening and closing the movable claw
4th hydraulic cylinder.
In a kind of preferred embodiment of the utility model, the truss transportation system includes upper layer truss and lower layer purlin
Frame, be provided on the upper layer truss be arranged along its longitudinal direction for conveying the idler wheel of steel pile casting, be arranged on lower layer's truss
There is what is be arranged along its longitudinal direction to pour pipeline for delivering concrete, the bottom of lower layer's truss is provided with traveling wheel and is used for
The free bearing of connection carrying job platform.
In a kind of preferred embodiment of the utility model, be provided on the carrying job platform platform crawler crane and
Hoist engine.
The invention also discloses a kind of harbour integral construction methods based on stake top top pushing platform, pass through support
In the harbour integrated construction system based on stake top top pushing platform on harbour and steel pipe pile group, complete steel pile casting piling and
The synchronous construction of the concreting of steel pile casting.
The beneficial effects of the utility model are: the utility model structure is simple, easy to use, by putting down stake top pushing tow
Platform and truss transportation system are integrated, realize flexible mobile, the quickly positioning of stake top top pushing platform, allow to synchronously complete
Piling and bored pile construction continuous productive process shorten duty cycle, reduce construction cost, improve Wharf Construction work
Effect.Further, the utility model by stake top position thrustor between setting can axial stretching link assembly, thus
The construction error of steel-pipe pile can be corrected in a certain range, while the load generated when platform walking or operation can pass through company
Bar assembly decomposes on more steel-pipe piles, reduces the load of single steel-pipe pile, improves the stabilization that platform is run on steel-pipe pile
Property；Further, the utility model is designed by the structure to link assembly, can be had by using screw structure or hydraulic cylinder
Effect ground improves the Adjustment precision of link assembly, reduces the construction error of steel-pipe pile；Further, the utility model passes through to guiding
The structure of frame designs, and allows to the taper pile construction for this kind of inclination angle, effectively improves the versatility of the utility model；Into
One step, the utility model not only realizes steel pile casting and concrete by the way that truss transportation system is designed as double-layer structure
Synchronous transport, and walking gallery is provided for construction personnel, improve working security.
Detailed description of the invention
Fig. 1 is a kind of harbour integrated construction system main view based on stake top top pushing platform of the utility model embodiment；
Fig. 2 is a kind of harbour integrated construction system side view based on stake top top pushing platform of the utility model embodiment；
Fig. 3 is a kind of stake top top of the harbour integrated construction system based on stake top top pushing platform of the utility model embodiment
It is bulldozed platform structural schematic diagram；
Fig. 4 is a kind of connection rod set of the harbour integrated construction system based on stake top top pushing platform of the utility model embodiment
Part structural schematic diagram；
Fig. 5 is a kind of leading truck of the harbour integrated construction system based on stake top top pushing platform of the utility model embodiment
Structural schematic diagram；
Fig. 6 is a kind of leading truck of the harbour integrated construction system based on stake top top pushing platform of the utility model embodiment
A partial enlarged view；
Fig. 7 is a kind of leading truck of the harbour integrated construction system based on stake top top pushing platform of the utility model embodiment
Main view；
Fig. 8 is a kind of leading truck of the harbour integrated construction system based on stake top top pushing platform of the utility model embodiment
Top view；
Fig. 9 is a kind of leading truck of the harbour integrated construction system based on stake top top pushing platform of the utility model embodiment
Left view；
Figure 10 is a kind of guiding of the harbour integrated construction system based on stake top top pushing platform of the utility model embodiment
Frame top view；
Figure 11 is a kind of truss of the harbour integrated construction system based on stake top top pushing platform of the utility model embodiment
Transportation system's main view；
Figure 12 is a kind of purlin of the harbour integrated construction system based on stake top top pushing platform of the utility model embodiment
Frame transportation system side view；
In figure: A- stake top top pushing platform, B- truss transportation system, 1- stake top position thrustor, 2- steel-pipe pile, 3- carrying
Job platform, 4- leading truck, 5- link assembly, 6- first hydraulic cylinder, 7- second hydraulic cylinder, 8- third hydraulic cylinder, the 4th liquid of 9-
Cylinder pressure, the upper layer 10- truss, 11- lower layer truss, 12- idler wheel, 13- pour pipeline, 14- traveling wheel, 15- free bearing, 3.1- platform shoe
Band is hung, 3.2- hoist engine, 4.1- cross moving track, 4.2- double-layer rack body, 4.3- sliding rack, 4.4- tubular pole locating detent, and 4.4-1- is solid
Reservation, 4.4-2- movable claw, 5.1- first connecting rod, 5.2- second connecting rod, 5.3- third connecting rod.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only to explain this
Utility model is not used to limit the utility model.
The utility model is described in further detail below in conjunction with the drawings and specific embodiments:
A kind of harbour integrated construction system based on stake top top pushing platform comprising stake top top pushing platform A and truss fortune
Defeated system B, stake top top pushing platform A include carrying job platform 3, and the bottom of carrying job platform 3 is connected with stake top positioning pushing tow
Device 1, one end of carrying job platform 3 are connected with leading truck 4, and the other end of carrying job platform 3 is connected with truss transport system
Unite B, arbitrary neighborhood two stake tops positioning thrustor 1 between by it is horizontally disposed and can axial stretching link assembly 5 connect
It connects.Truss transportation system B includes upper layer truss 10 and lower layer's truss 11, is provided with and is arranged along its longitudinal direction on upper layer truss 10
For conveying the idler wheel 12 of steel pile casting, be provided on lower layer's truss 11 be arranged along its longitudinal direction pour pipe for delivering concrete
Road 13, the bottom of lower layer's truss 11 are provided with traveling wheel 14 and the free bearing 15 for connecting carrying job platform 3.Carry operation horizontal
Platform crawler crane 3.1 and hoist engine 3.2 are provided on platform 3.Construction personnel is in staff in upper layer truss 10 and lower layer's truss
It can pass through on 11.
In use, the stake top top pushing platform A of the utility model is installed on steel-pipe pile 2, and pushing tow dress is positioned by stake top
It sets 1 to connect with steel-pipe pile 2, truss transportation system B is overlapped between stake top top pushing platform A and Wharf Platform；
It is connect as shown in figure 3, pin shaft articulated form is worn with the use of stake top top pushing platform 100 by truss transportation system 200, truss
Wharf Platform 300 stands on by walking roller 204 in transportation system 200
The stake top positioning thrustor 1 of the utility model is installed on the upper end of steel-pipe pile 2, and stake top positions thrustor 1
Specific structure is referring to Chinese utility model patent CN105442517A.
Link assembly 5 includes 2 kinds of embodiments,
Embodiment 1: link assembly 5 includes first connecting rod 5.1, at least one end of first connecting rod 5.1 by screw structure with
Steel-pipe pile 2 connects.Screw structure includes setting with the second connecting rod 5.2 on steel-pipe pile 2 and for connecting first connecting rod 5.1 and the
The third connecting rod 5.3 of two connecting rods 5.2, the internal screw thread of 5.1 end of first connecting rod, the end of second connecting rod 5.2 is provided with interior spiral shell
The both ends of line, third connecting rod 5.3 are provided with external screw thread.There is also 2 kinds for the arrangement of second connecting rod 5.2: 1. steel of arrangement
Its circumferential direction is provided with multiple second connecting rods 5.2 on tubular pole 2.Arrangement 2: stake top and stake top the positioning pushing tow dress of steel-pipe pile 2
1 positioning seat mating connection is set, is arranged on the positioning seat of stake top positioning thrustor 1 and its circumferential direction is provided with multiple second connecting rods
5.2。
5.2 length of second connecting rod is adjustable and multiple positioning devices is made to be connected, and increases the stability of piling bar group.
Embodiment 2: link assembly 5 includes first connecting rod 5.1, and at least one end of first connecting rod 5.1 passes through hydraulic cylinder and steel
Tubular pole 2 connects.The cylinder body end of hydraulic cylinder and first connecting rod 5.1 are affixed, and the tailpiece of the piston rod and steel-pipe pile 2 of hydraulic cylinder are affixed.
The leading truck 4 of the utility model includes cross moving track 4.1, double-layer rack body 4.2, sliding rack 4.3 and tubular pole locating detent
4.4, cross moving track 4.1 is along the lateral arrangement for carrying job platform 3, double-layer rack body 4.2 and 4.1 company of being slidably matched of cross moving track
It connects, each layer of double-layer rack body 4.2 is slidably connected with the sliding rack 4.3 of perpendicular arrangement, slides and matches on sliding rack 4.3
Conjunction is connected with tubular pole locating detent 4.4.
Preferably, double-layer rack body 4.2 is driven mobile relative to cross moving track 4.1 by first hydraulic cylinder 6, and sliding rack 4.3 is logical
It crosses second hydraulic cylinder 7 to drive relative to the movement of double-layer rack body 4.2, tubular pole locating detent 4.4 drives opposite sliding by third hydraulic cylinder 8
Frame 4.3 is mobile.
Preferably, tubular pole locating detent 4.4 includes a fixing seat 4.4-1 and a pair of of movable claw 4.4-2, a pair of of movable claw
4.4-2 is articulated with the end fixing seat 4.4-1, is provided between movable claw 4.4-2 and fixing seat 4.4-1 for opening and closing movable claw
The 4th hydraulic cylinder 9 of 4.4-2.
The utility model relies on stake top top pushing platform, and stake top top pushing platform is supported on the steel pipe for meeting operation stability requirement
On stake pile group.When carrying out piling construction preparation, steel pile casting is lifted by crane using crawler crane at the harbour end that section is completed in construction, is placed
In truss transportation system, then using the steel wire rope of windlass bundled fixed steel pile casting on workbench, hoist engine runs work,
It realizes that steel pile casting is transferred to top pushing platform end from the harbour end of truss structure, steel pile casting is risen using top pushing platform crawler crane
It hangs, steel pile casting is stored in the storage area that top pushing platform specially stores steel pile casting, convenient for being transferred when piling work.Staff can
Directly to pass through truss structure quickly and easily upper and lower top pushing platform.Concreting pipeline can directly by truss structure from
Wharf Platform end is routed to top pushing platform, eliminates the special jib concrete pump truck of lease and carries out pouring work from trestle platform
Industry；It is laid with concrete duct, the limitation such as conflict when avoiding concrete mixer operation with the working space of other equipment, exists in this way
When piling work is carried out in top pushing platform front end, platform rear end, which can be synchronized, carries out coagulation to the steel pile casting for having completed piling work
Soil pours operation.Wharf Construction work efficiency greatly improved in this device and method, so as to shorten construction period, reduces construction cost.
The invention also discloses a kind of harbour integral construction method based on stake top top pushing platform, specific steps
Include:
Step 1, a kind of stake top pushing tow of harbour integrated construction system based on stake top top pushing platform is utilized in quayside
The leading truck 4 of platform A successively realizes the piling of steel-pipe pile；
Step 2, the truss transportation system B of the harbour integrated construction system when a kind of based on stake top top pushing platform is poured
When pipeline 13 is located at close to the steel-pipe pile of harbour, it can be realized simultaneously the piling of steel-pipe pile and pour synchronous construction.
The above is only the specific embodiments of the utility model, and but protection scope of the utility model is not limited thereto,
Anyone skilled in the art is in the technical scope disclosed by the utility model, the variation that can readily occur in or replaces
It changes, should be covered within the scope of the utility model.Therefore, the protection scope of the utility model should be with claim
Subject to protection scope defined by book.
Claims (9)
1. a kind of harbour integrated construction system based on stake top top pushing platform, it is characterised in that: including stake top top pushing platform (A)
With truss transportation system (B), the stake top top pushing platform
It (A) include carrying job platform (3), the bottom of carrying job platform (3) is connected with stake top positioning thrustor
(1), one end of carrying job platform (3) is connected with leading truck (4), the other end connection of carrying job platform (3)
There is the truss transportation system (B), the truss transportation system (B) includes truss, is provided on the truss for steel pile casting
Conveying mechanism and concreting pipeline.
2. a kind of harbour integrated construction system based on stake top top pushing platform according to claim 1, it is characterised in that:
Arbitrary neighborhood two stake tops positioning thrustor (1) between by it is horizontally disposed and can axial stretching link assembly (5) even
It connects.
3. a kind of harbour integrated construction system based on stake top top pushing platform according to claim 2, it is characterised in that:
The link assembly (5) includes first connecting rod (5.1), and at least one end of the first connecting rod (5.1) passes through screw structure and institute
State stake top positioning thrustor (1) connection.
4. a kind of harbour integrated construction system based on stake top top pushing platform according to claim 3, it is characterised in that:
The screw structure includes the second connecting rod (5.2) being set on stake top positioning thrustor (1) and is used to connect first
The third connecting rod (5.3) of connecting rod (5.1) and second connecting rod (5.2), the internal screw thread of first connecting rod (5.1) end, described
The end of two connecting rods (5.2) is provided with internal screw thread, and the both ends of the third connecting rod (5.3) are provided with external screw thread.
5. a kind of harbour integrated construction system based on stake top top pushing platform according to claim 1, it is characterised in that:
The leading truck (4) includes cross moving track (4.1), double-layer rack body (4.2), sliding rack (4.3) and tubular pole locating detent (4.4), institute
Cross moving track (4.1) is stated along the lateral arrangement of carrying job platform (3), the double-layer rack body (4.2) and the traversing rail
Road (4.1) sliding connection, each layer of the double-layer rack body (4.2) are slidably connected with the described of perpendicular arrangement
Sliding rack (4.3) is slidably connected with the tubular pole locating detent (4.4) on the sliding rack (4.3).
6. a kind of harbour integrated construction system based on stake top top pushing platform according to claim 5, it is characterised in that:
The double-layer rack body (4.2) drives, the sliding rack mobile relative to the cross moving track (4.1) by first hydraulic cylinder (6)
(4.3) mobile relative to the double-layer rack body (4.2) by second hydraulic cylinder (7) driving, the tubular pole locating detent (4.4) passes through the
Three hydraulic cylinders (8) driving is mobile relative to the sliding rack (4.3).
7. a kind of harbour integrated construction system based on stake top top pushing platform according to claim 6, it is characterised in that:
The tubular pole locating detent (4.4) includes fixing seat (4.4-1) and movable claw (4.4-2), the movable claw (4.4-2) with it is described solid
Reservation (4.4-1) hingedly, is provided between the movable claw (4.4-2) and the fixing seat (4.4-1) for opening and closing the work
4th hydraulic cylinder (9) of pawl (4.4-2).
8. a kind of harbour integrated construction system based on stake top top pushing platform according to claim 1, it is characterised in that:
The truss includes upper layer truss (10) and lower layer's truss (11), is provided with and is arranged along its longitudinal direction on the upper layer truss (10)
For conveying the idler wheel (12) of steel pile casting, be provided on lower layer's truss (11) be arranged along its longitudinal direction for delivering concrete
Pour pipeline (13), the bottom of lower layer's truss (11) be provided with traveling wheel (14) and for connect carrying job platform
(3) free bearing (15).
9. a kind of harbour integrated construction system based on stake top top pushing platform according to claim 1, it is characterised in that:
Platform crawler crane (3.1) and hoist engine (3.2) are provided on the carrying job platform (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821572662.6U CN209114417U (en) | 2018-09-26 | 2018-09-26 | Harbour integrated construction system based on stake top top pushing platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821572662.6U CN209114417U (en) | 2018-09-26 | 2018-09-26 | Harbour integrated construction system based on stake top top pushing platform |
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| Publication Number | Publication Date |
|---|---|
| CN209114417U true CN209114417U (en) | 2019-07-16 |
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ID=67199473
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821572662.6U Active CN209114417U (en) | 2018-09-26 | 2018-09-26 | Harbour integrated construction system based on stake top top pushing platform |
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| Country | Link |
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| CN (1) | CN209114417U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208533A (en) * | 2018-09-26 | 2019-01-15 | 中交第二航务工程局有限公司 | Harbour integrated construction system and method based on stake top top pushing platform |
| WO2021179466A1 (en) * | 2020-03-13 | 2021-09-16 | 中交武汉港湾工程设计研究院有限公司 | Movable land construction platform and method for wharf reconstruction |
-
2018
- 2018-09-26 CN CN201821572662.6U patent/CN209114417U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208533A (en) * | 2018-09-26 | 2019-01-15 | 中交第二航务工程局有限公司 | Harbour integrated construction system and method based on stake top top pushing platform |
| WO2021179466A1 (en) * | 2020-03-13 | 2021-09-16 | 中交武汉港湾工程设计研究院有限公司 | Movable land construction platform and method for wharf reconstruction |
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