A kind of externally pre-stressed concrete blower fan pylon hyollow foundation
Technical field
The utility model belongs to wind-driven generator tower frame technical field, and in particular to a kind of externally pre-stressed concrete blower fan
Pylon hyollow foundation.
Background technology
The basis for being presently used for externally pre-stressed concrete blower fan pylon is twisted using anchor component by steel construction piece and steel
Line connects to form prestressed conversion, and external prestressing steel strand wires require high for locus, angle precision so that crab-bolt group
The installation accuracy of part requires to improve, and installation effectiveness is relatively low, is unfavorable for integrated cost control.
Utility model content
Purpose of utility model:The purpose of the utility model is to overcome external prestressing blower fan pylon foundation anchor bolt component to pacify
Fill the problem of efficiency is low, there is provided a kind of externally pre-stressed concrete blower fan pylon hyollow foundation.The utility model enables to pre-
Prestress steel strand installation effectiveness improves, reduces installation accuracy requirement, is advantageous to construction cost control;Save anchor component phase simultaneously
Material cost is answered, reduces basic comprehensive cost.
Technical scheme:In order to realize the above object the technical scheme that the utility model is taken is:
A kind of externally pre-stressed concrete blower fan pylon hyollow foundation, it includes armored concrete pylon, prestress steel twist
Line and reinforced concrete hollow basis;
Described armored concrete pylon is cylindrical;Armored concrete pylon can prefabricated or cast-in-place system.
Described reinforced concrete hollow foundation bottom is provided with concrete cushion, on the madial wall of reinforced concrete hollow basis
Portion is provided with protrusion ring beam, and reinforced concrete hollow base center forms inverted T shaped hollow section;
The protrusion ring beam is provided with steel strand wires through hole;
Prestress wire is located at cylinder-shaped steel reinforced concrete after passing through the steel strand wires through hole on protrusion ring beam from the bottom up
The inner side of pylon, prestress wire apply prestressing force by armored concrete pylon and armored concrete sky by external post stretching
The connection of heart basis forms entirety, and steel strand wires bottom is provided with anchor head.
Preferably, above-described externally pre-stressed concrete blower fan pylon hyollow foundation, the beam of ring beam is protruded
Bottom absolute altitude is located at below the top mark height of reinforced concrete hollow basis, and more than concrete cushion top mark height.
Preferably, above-described externally pre-stressed concrete blower fan pylon hyollow foundation, prestress wire
Uniform in ring on the inside of cylinder-shaped steel reinforced concrete pylon, quantity is more than or equal to 3.
Preferably, above-described externally pre-stressed concrete blower fan pylon hyollow foundation, steel strand wires through hole are
Straight hole road is the duct with curvature.
Beneficial effect:Externally pre-stressed concrete blower fan pylon hyollow foundation existing design phase provided by the utility model
Than having advantages below:
Externally pre-stressed concrete blower fan pylon hyollow foundation provided by the utility model is reasonable in design, installation side
Just, installation accuracy is high, and the engineering time is short, and installation effectiveness is high, and can save the dosage of base concrete and bolt assembly, cost
Bottom.
Brief description of the drawings
Fig. 1 is that the facade structures of externally pre-stressed concrete blower fan pylon hyollow foundation described in the utility model are illustrated
Figure;
Fig. 2 is externally pre-stressed concrete blower fan pylon hyollow foundation cross-sectional view described in the utility model;
Fig. 3 perforates for externally pre-stressed concrete blower fan pylon hyollow foundation prestress wire described in the utility model
Structural representation;
Fig. 4 is the facade structures of another externally pre-stressed concrete blower fan pylon hyollow foundation described in the utility model
Schematic diagram;
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the utility model is furtherd elucidate, it should be understood that these embodiments are only used for
Illustrate the utility model rather than limitation the scope of the utility model, after the utility model has been read, art technology
Modification of the personnel to the various equivalent form of values of the present utility model falls within the application appended claims limited range.
Embodiment 1
As shown in Figures 1 to 3, a kind of externally pre-stressed concrete blower fan pylon hyollow foundation, it includes armored concrete tower
Frame 1, prestress wire 2 and reinforced concrete hollow basis 6;
Described armored concrete pylon 1 is cylindrical;
Basic 6 bottoms of described reinforced concrete hollow are provided with concrete cushion 7, the inner side of reinforced concrete hollow basis 6
Wall top is provided with protrusion ring beam 5, forms inverted T shaped hollow section;
The protrusion ring beam 5 is provided with steel strand wires through hole 3;Steel strand wires through hole 3 is straight hole road or is the hole with curvature
Road.
Prestress wire 2 is located at cylindric reinforced concrete after passing through the steel strand wires through hole 3 on protrusion ring beam 5 from the bottom up
The inner side of native pylon 1, prestress wire 2 applies prestressing force by external post stretching mixes armored concrete pylon 1 with reinforcing bar
The solidifying native connection of hyollow foundation 6 forms entirety, and the bottom of steel strand wires 2 is provided with anchor head 4.
Above-described externally pre-stressed concrete blower fan pylon hyollow foundation, the bottom elevation of protrusion ring beam 5 are located at steel
The top mark of reinforced concrete hyollow foundation 6 is high following, and more than the top mark height of concrete cushion 7.Leave enough protrusion ring beam 5 bottom
Space, facilitate anchor head install and tensioning equipment operation.
Above-described externally pre-stressed concrete blower fan pylon hyollow foundation, prestress wire 2 is in cylindric reinforcing bar
The inner side of concrete tower 1 is uniform in ring, and quantity is more than or equal to 3.
Embodiment 2
As shown in figure 4, protrusion 5 times absolute altitudes of ring beam of the present utility model are consistent with the basic 6 bottom absolute altitudes of reinforced concrete hollow
When, it is necessary to increase excavate ground surface works amount, the absolute altitude of concrete cushion 7 is declined, reserves construction operation space.
More than, preferred embodiment only of the present utility model, but the scope of protection of the utility model is not limited thereto, and is appointed
What those familiar with the art the change that can readily occur in or replaces in the technical scope that the utility model discloses
Change, should all cover within the scope of protection of the utility model.Therefore, the scope of protection of the utility model should be with claim
The protection domain defined.