Summary of the invention
The purpose of the utility model is exactly in order to solve the anemometer tower shelf structure basis of prior art, construction at sea complicated, construct resource requirement height, long construction period, overall investment problem of higher.A kind of only post of formula, the marine anemometer tower of only stake basis squeezed into is provided; This anemometer tower foundation structure is simple, the construction resource requirement is low, it is simple and easy to install, the construction period short, be easy to form standardization, is applicable different waters through adjusting stake footpath and stake long, can apply to a plurality of marine sites.
To achieve these goals, the utility model adopts following technical scheme:
A kind of only post of formula, the marine anemometer tower of only stake basis squeezed into; Comprise bottom piling bar and upper chunk; Its middle and lower part piling bar includes mud basis piling bar and the bottom is the transition awl section of path for big footpath, top, and the top path of transition awl section and the column diameter of upper chunk bottom are connected, and transition awl section top is provided with for the section of beating; Be connected with pile hammer for the section of beating, the upper chunk top is provided with the deck.
Said upper chunk comprises single pillar structure and diagonal brace structure; The upper end of said single pillar structure is connected with the deck, the lower end is connected with the path of transition awl section, and the deck is provided with four deck columns, and said diagonal brace structure is four diagonal brace structures; Four diagonal braces are supported on only post; And be connected with four deck columns, the top of four deck columns is equipped with flange, and flange links to each other with top anemometer tower frame.
Transition awl section begins to extend to water surface the preceding paragraph distance from the mud face always.
Go into mud basis piling bar and adopt large diameter steel pipe.
Transition awl section and upper chunk welding.
The operating principle of the utility model: the utility model comprises the bottom piling bar; Upper chunk; Its middle and lower part piling bar includes mud basis piling bar and the bottom is the transition awl section of path for big footpath, top; The column diameter of top path and upper chunk bottom is connected, and transition awl section top is provided with for the section of beating, and is connected with pile hammer for the section of beating.Said upper chunk is only post four diagonal brace structures, and four diagonal braces are connected with four deck columns that link to each other with the deck, and column top, four decks is equipped with flange, and flange links to each other with top anemometer tower frame.Transition awl section begins to extend to water surface the preceding paragraph distance from the mud face always, and end opening is big, and upward young, this layout transits to minor-diameter steel-tube with large diameter steel pipe, is convenient to pile hammer piling, also meets the loading characteristic of structure simultaneously, can give full play to stock utilization.When anemometer tower was in the sea ice zone of action, the awl section can reduce the thrust of sea ice to structure.Transition awl section and upper chunk welding.This structure can be used as the basis of tower-type anemometer tower, and has anti-ice ability, and the transition awl section on the piling bar of bottom is in the sea ice operating area, can reduce sea ice to effect on structure.Because the tower-type anemometer tower will bear bigger environmental load during surveying wind, need the basis have bigger rigidity and supporting capacity, therefore go into mud basis piling bar and adopted large diameter steel pipe, with structure bearing capacity is provided, prevent that structure from toppling.The bottom piling bar adopts negative pressure injection and pile hammer to squeeze into the scheme that combines in installation.Level lifting bottom piling bar, stand up vertical after, transfer structure, behind the piling bar initial penetration into mud of bottom, carry out the negative pressure injection, can be until structure bottom piling bar from depositing in water; Then with pile hammer be installed in transition awl section top on the beat section, piling bar is squeezed into the back that puts in place excises and replace the section of beating, lifting upper chunk at last, to carry out soldering group right.
The beneficial effect of the utility model: the utility model is simple in structure, reliability is high; The construction resource requirement is low, has simplified the offshore construction program on anemometer tower basis, and simple and easy, construction period weak point is installed; Can reduce construction cost; And be easy to form standardization, and be applicable different waters through adjusting stake footpath and stake long, can apply to a plurality of marine sites.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is further specified.
A kind of only post of formula, the marine anemometer tower of only stake basis squeezed into, as shown in the figure, comprise bottom piling bar 9; Upper chunk 3; It is the transition awl section 2 of path with the bottom for big footpath, top that its middle and lower part piling bar 9 includes mud basis piling bar 1, and the top path of transition awl section and the column diameter of upper chunk 3 bottoms are connected, and transition awl section 2 tops are provided with for the section of beating 7; Be connected with pile hammer 8 for the section of beating 7, upper chunk 3 is provided with the deck.Said upper chunk 3 comprises single pillar structure 10, diagonal brace structure 12; The upper end of said single pillar structure 10 is connected with the deck, the lower end is connected with the path at piling bar top; The deck is provided with four deck columns 11, and said diagonal brace structure 12 is four diagonal brace structures, and four diagonal braces are supported on only post 10 and with four deck columns 11 and are connected; The top of four deck columns 11 is equipped with flange, and flange links to each other with top anemometer tower frame 4.Transition awl section 2 begins to extend to the water surface 5 the preceding paragraph distances from mud face 6 always.Go into mud basis piling bar 1 and adopt large diameter steel pipe.Transition awl section 2 and upper chunk 3 welding.
Though the above-mentioned accompanying drawing that combines is described the specific embodiment of utility model; But be not restriction to the utility model protection domain; One of ordinary skill in the art should be understood that; On the basis of the technical scheme of the utility model, those skilled in the art need not pay various modifications that creative work can make or distortion still in the protection domain of the utility model.