CN205975551U - A construction platform for construction of aquatic steel sheet pile - Google Patents
A construction platform for construction of aquatic steel sheet pile Download PDFInfo
- Publication number
- CN205975551U CN205975551U CN201620886431.7U CN201620886431U CN205975551U CN 205975551 U CN205975551 U CN 205975551U CN 201620886431 U CN201620886431 U CN 201620886431U CN 205975551 U CN205975551 U CN 205975551U
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- steel
- pipe pile
- girder
- construction
- secondary beam
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Abstract
The utility model discloses a construction platform for construction of aquatic steel sheet pile, including steel -pipe pile, girder, secondary beam, spreader beam, road deck, the steel -pipe pile insert the riverbed through mechanical oscillation hammered mode, the steel -pipe pile between be provided with horizontal linking beam and vertical linking beam, the top welding of steel -pipe pile have four brackets, the girder weld in the top of double -phase neighbour's steel -pipe pile, secondary beam equidistant welding in girder upper portion in proper order, spreader beam equidistant welding in secondary beam upper portion in proper order, the road deck weld in spreader beam upper portion, secondary beam and girder cross arrangement, spreader beam and secondary beam cross arrangement, the bracket arrange evenly at the top of steel -pipe pile that the bracket of double -phase adjacent steel -pipe pile sets up relatively, generally, the utility model has the advantages of construction quality is good, and factor of safety is high, and the installation is dismantled conveniently, and environmental pollution is little, and construction period is short, and economic benefits is good.
Description
Technical field
This utility model belongs to steel sheet pile construction technical field, particularly to a kind of construction for the construction of water Steel Sheet Pile
Platform.
Background technology
At present, a large amount of hydraulic engineerings are had to need in subaqueous work, using steel cofferdam in inland lake, reservoir, river course
When, operation platform is particularly important.Widespread practice is to fill earth embankment now, or fills earth foundation.These filled ground sides
, in the construction of some high water head water, reclamation work amount is very big for case, and the earthwork removes difficulty also very greatly, and construction cost is high, and in height
Under the effect such as head, stormy waves, also there is the risk collapsing.For the high reservoir of some environmental requirements, lake filled ground scheme
Enforcement difficulty is bigger.
Content of the invention
The purpose of this utility model is to provide a kind of operation platform for the construction of water Steel Sheet Pile, and this operation platform is complete
Cheng Houwei steel sheet pile and succeeding body engineering construction provide trestle effect, have that construction quality is good, and safety coefficient is high, installing/dismounting
Convenient, environmental pollution is little, and the construction period is short, good in economic efficiency, has high use value.
The purpose of this utility model is realized in：A kind of operation platform for the construction of water Steel Sheet Pile, including steel
Pile tube, girder, secondary beam, spreader beam, road deck, described steel-pipe pile inserts riverbed by way of mechanical vibration hammer, described
Steel-pipe pile between be provided with horizontal linking beam and longitudinal linking beam, the welded top of described steel-pipe pile has four brackets, institute
In the top of two adjacent steel-pipe piles, described secondary beam is welded in girder top to the Main Girder Welding stated successively at equal intervals, described
Spreader beam be welded in secondary beam top successively at equal intervals, described road deck is welded in spreader beam top.
Described secondary beam and girder are arranged in a crossed manner, and described spreader beam and secondary beam are arranged in a crossed manner.
2 times of a diameter of width of main beam of described steel-pipe pile.
Described girder is I40a I-steel.
Described bracket is evenly arranged at the top of steel-pipe pile, and the bracket of two adjacent steel-pipe piles is oppositely arranged.
This utility model produce beneficial effect be：A kind of operation platform for the construction of water Steel Sheet Pile, including steel pipe
Stake, girder, secondary beam, branch's beam, road deck.Steel sheet pile, in profundal zone subaqueous work, is first laid steel-pipe pile in water, is subsequently taken
Build operation platform, each building block of operation platform of the present utility model is transported to site welding technology by market purchasing and installs, operation platform
After the completion of be that steel sheet pile and succeeding body engineering construction provide trestle effect, this utility model has that construction quality is good, and safety is
Number is high, easy installation and removal, and environmental pollution is little, and the construction period is short, good in economic efficiency.
Brief description
The perspective view that Fig. 1 does not pave the way during panel for this utility model.
Fig. 2 is vertical section structure schematic diagram of the present utility model.
In figure：1st, steel-pipe pile 2, girder 3, secondary beam 4, spreader beam 5, road deck 6, horizontal linking beam 7, longitudinal direction link
Beam 8, bracket.
Specific embodiment
Below in conjunction with the accompanying drawings to embodiment further instruction of the present utility model.
Embodiment 1
As shown in accompanying drawing 1-2, a kind of operation platform for the construction of water Steel Sheet Pile, including steel-pipe pile 1, girder 2, secondary beam
3rd, spreader beam 4, road deck 5, described steel-pipe pile 1 inserts riverbed by way of mechanical vibration hammer, described steel-pipe pile 1 it
Between be provided with horizontal linking beam 6 and longitudinal linking beam 7, the welded top of described steel-pipe pile 1 has four brackets 8, described master
Beam 2 is welded in the top of two adjacent steel-pipe piles 1, and described secondary beam 3 is welded in girder 2 top successively at equal intervals, described
Spreader beam 4 is welded in secondary beam 3 top successively at equal intervals, and described road deck 5 is welded in spreader beam 4 top.
This utility model is when using：First, before injection steel-pipe pile, should set in upstream and downstream certain distance and two sides land
Put theodolite observation point, in order to injection positioning, the embedded depth of each stake meets design requirement, from bank successively to center injection,
Stake top plate and bracket is welded in pile crown after insertion.Secondly, connected between stake with Harvard joint respectively below the bracket on steel-pipe pile
Connect horizontal linking beam and longitudinal linking beam.Then, in the upper weld girder of steel-pipe pile, secondary beam successively on request spacing be welded in
Above girder, form an entirety, then weld spreader beam, spreader beam is equally using being welded to connect on secondary beam.Finally, dividing
Cloth beam upper weld road deck.It is steel sheet pile and succeeding body engineering construction offer trestle effect after the completion of operation platform.Steel pipe
The top of stake be provided with four direction bracket it is ensured that operation platform can to extending around, in construction one across one across according to
Secondary installation, previous across as rear one across construction platform.The platform chi of different length and width can be designed according to actual needs
Very little.
Embodiment 2
As shown in accompanying drawing 1-2, a kind of operation platform for the construction of water Steel Sheet Pile, including steel-pipe pile 1, girder 2, secondary beam
3rd, spreader beam 4, road deck 5, described steel-pipe pile 1 inserts riverbed by way of mechanical vibration hammer, described steel-pipe pile 1 it
Between be provided with horizontal linking beam 6 and longitudinal linking beam 7, the welded top of described steel-pipe pile 1 has four brackets 8, described master
Beam 2 is welded in the top of two adjacent steel-pipe piles 1, and described secondary beam 3 is welded in girder 2 top successively at equal intervals, described
Spreader beam 4 is welded in secondary beam 3 top successively at equal intervals, and described road deck 5 is welded in spreader beam 4 top.
Described secondary beam 3 and girder 2 are arranged in a crossed manner, and described spreader beam 4 and secondary beam 3 are arranged in a crossed manner.
2 times of a diameter of girder 2 width of described steel-pipe pile 1.
Described girder 2 is I40a I-steel.
Described bracket 8 is evenly arranged at the top of steel-pipe pile 1, and the bracket 8 of two adjacent steel-pipe piles 1 is oppositely arranged.
This utility model is when using：First, before injection steel-pipe pile, should set in upstream and downstream certain distance and two sides land
Put theodolite observation point, in order to injection positioning, the embedded depth of each stake meets design requirement, from bank successively to center injection,
Stake top plate and bracket is welded in pile crown after insertion.Secondly, connected between stake with Harvard joint respectively below the bracket on steel-pipe pile
Connect horizontal linking beam and longitudinal linking beam.Then, in the upper weld girder of steel-pipe pile, secondary beam successively on request spacing be welded in
Above girder, form an entirety, then weld spreader beam, spreader beam is equally using being welded to connect on secondary beam.Finally, dividing
Cloth beam upper weld road deck.It is steel sheet pile and succeeding body engineering construction offer trestle effect after the completion of operation platform.Steel pipe
The top of stake is provided with the bracket of four direction, and the diameter design of steel-pipe pile is 2 times of width of main beam, so can protect
Card operation platform can to extending around, in construction one across one across installing successively, previous across as rear one across construction platform.Can
To design the platform size of different length and width according to actual needs, it is particularly suitable in deep subaqueous work.
Generally, to have a construction quality good for this utility model, and safety coefficient is high, easy installation and removal, and environmental pollution is little, applies
Work short time limit, good in economic efficiency advantage.
Claims (5)
1. a kind of operation platform for the construction of water Steel Sheet Pile, including steel-pipe pile, girder, secondary beam, spreader beam, road deck, its
It is characterised by：Described steel-pipe pile inserts riverbed by way of mechanical vibration hammer, and is provided with horizontal stroke between described steel-pipe pile
To linking beam and longitudinal linking beam, the welded top of described steel-pipe pile has four brackets, and described Main Girder Welding is adjacent in two
Steel-pipe pile top, described secondary beam is welded in girder top successively at equal intervals, and described spreader beam is equidistant successively
It is welded in secondary beam top, described road deck is welded in spreader beam top.
2. according to claim 1 a kind of for water Steel Sheet Pile construction operation platform it is characterised in that：Described is secondary
Beam and girder are arranged in a crossed manner, and described spreader beam and secondary beam are arranged in a crossed manner.
3. according to claim 1 a kind of for water Steel Sheet Pile construction operation platform it is characterised in that：Described steel
2 times of a diameter of width of main beam of pile tube.
4. according to claim 1 a kind of for water Steel Sheet Pile construction operation platform it is characterised in that：Described master
Beam is I40a I-steel.
5. according to claim 1 a kind of for water Steel Sheet Pile construction operation platform it is characterised in that：Described cattle
Lower limb is evenly arranged at the top of steel-pipe pile, and the bracket of two adjacent steel-pipe piles is oppositely arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620886431.7U CN205975551U (en) | 2016-08-16 | 2016-08-16 | A construction platform for construction of aquatic steel sheet pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620886431.7U CN205975551U (en) | 2016-08-16 | 2016-08-16 | A construction platform for construction of aquatic steel sheet pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205975551U true CN205975551U (en) | 2017-02-22 |
Family
ID=58030496
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620886431.7U Expired - Fee Related CN205975551U (en) | 2016-08-16 | 2016-08-16 | A construction platform for construction of aquatic steel sheet pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205975551U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222010A (en) * | 2018-03-20 | 2018-06-29 | 南京市测绘勘察研究院股份有限公司 | A kind of recyclable steel concrete combined type foundation pit trestle work structure of assembled and construction method |
| TWI783501B (en) * | 2021-05-31 | 2022-11-11 | 樂鑫開發工程有限公司 | Water platform base frame and construction method of water platform using it |
-
2016
- 2016-08-16 CN CN201620886431.7U patent/CN205975551U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222010A (en) * | 2018-03-20 | 2018-06-29 | 南京市测绘勘察研究院股份有限公司 | A kind of recyclable steel concrete combined type foundation pit trestle work structure of assembled and construction method |
| TWI783501B (en) * | 2021-05-31 | 2022-11-11 | 樂鑫開發工程有限公司 | Water platform base frame and construction method of water platform using it |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 Termination date: 20190816 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |