External mounting structure of wind tunnel turning water conservancy diversion piece
1. An external mounting structure of wind tunnel corner guide vanes comprises a wind tunnel, wind tunnel side wall reinforcing columns (1) arranged at two sides of the wind tunnel and a plurality of corner guide vanes (7) arranged in the wind tunnel, wherein the upper end of the wind tunnel is a wind tunnel top plate (2), and the lower end of the wind tunnel is a wind tunnel bottom plate (3); the air duct side wall stiffening column is characterized in that a truss (5) is arranged at the top end of the air duct side wall stiffening column (1), and a raft foundation (4) is arranged at the bottom end of the air duct side wall stiffening column (1); the corner guide vanes (7) are arranged between the truss (5) and the raft foundation (4) through a supporting structure;
the supporting structure comprises a first base (71) arranged at the upper end of a corner flow deflector (7) and a second base (72) arranged at the lower end of the corner flow deflector (7), the upper end of the first base (71) is fixedly connected with a plurality of first connecting pieces (61), and the first connecting pieces (61) penetrate through reserved holes of the air duct top plate (2) and are fixedly connected with the truss (5); the lower end of the second base (72) is fixedly connected with a plurality of second connecting pieces (62), and the second connecting pieces (62) penetrate through reserved holes of the air duct bottom plate (3) and are fixedly connected with the raft foundation (4);
the first base (71) and the second base (72) block the reserved hole.
2. The external mounting structure of wind tunnel corner deflectors of claim 1, wherein the raft foundation (4) is provided with a plurality of fixing holes at its upper end, and the bottom end of the second connecting member (62) is inserted into the fixing holes to be fixedly connected therewith.
3. The external installation structure of the wind tunnel corner baffle according to claim 1, wherein an embedded part is reserved at the top of the wind tunnel side wall reinforcing column (1), and the truss (5) is connected with the wind tunnel side wall reinforcing column (1) through the embedded part.
4. The external mounting structure of wind tunnel corner deflectors of claim 1 or 2, characterized in that the thickness of the raft foundation (4) is 600-800 mm.
Background
At present, the corner guide vanes of domestic high-low temperature annular wind tunnels generally adopt a built-in support design, the principle of the built-in support design is that the corner guide vanes take a bottom plate and a top plate of a reinforced concrete air duct as stress support points, and the stress of the corner guide vanes is finally transmitted to the bottom plate and the top plate of the reinforced concrete air duct.
Chinese patent 202011573484.0 discloses an anti-icing and drainage device for the corner of an icing wind tunnel, wherein the corner deflector of the wind tunnel is directly fixed between the top plate and the bottom plate of the wind tunnel, and the built-in support design can finally transfer the stress of the corner deflector to the top plate and the bottom plate of the wind tunnel, so that the wind tunnel generates fatigue stress and deformation to affect the service life of the wind tunnel.
Disclosure of Invention
The invention aims to provide an external mounting structure of a wind tunnel corner flow deflector, which aims to solve the technical problem that the flow deflector has adverse effect on a reinforced concrete wind channel.
In order to achieve the purpose, the specific technical scheme of the invention is as follows:
an external mounting structure of wind tunnel corner guide vanes comprises a wind tunnel, wind tunnel side wall reinforcing columns arranged on two sides of the wind tunnel and a plurality of corner guide vanes arranged in the wind tunnel, wherein the upper end of the wind tunnel is a wind tunnel top plate, and the lower end of the wind tunnel is a wind tunnel bottom plate; the top end of the air duct side wall reinforcing column is provided with a truss, and the bottom end of the air duct side wall reinforcing column is provided with a raft foundation; the corner flow deflectors are arranged between the truss and the raft foundation through a supporting structure;
the supporting structure comprises a first base arranged at the upper end of the corner flow deflector and a second base arranged at the lower end of the corner flow deflector, the upper end of the first base is fixedly connected with a plurality of first connecting pieces, and the first connecting pieces penetrate through reserved holes of the air duct top plate and are fixedly connected with the truss; the lower end of the second base is fixedly connected with a plurality of second connecting pieces, and the second connecting pieces penetrate through reserved holes of the air duct bottom plate and are fixedly connected with the raft foundation;
the first base and the second base block the reserved hole.
Therefore, the corner guide vanes are arranged between the first base and the second base, and the stress of the corner guide vanes is transmitted to the truss and the raft foundation through the connecting pieces, so that the structure does not take the main structure of the air duct platform as a bearing member any more, and the adverse effect of the corner guide vanes on the reinforced concrete air duct is reduced; the reserved hole is blocked by the first base and the second base, and airflow is prevented from entering the outer layer of the air duct from the hole.
Furthermore, raft foundation upper end sets up a plurality of fixed orificess, the bottom of second connecting piece inserts in the fixed orifices links to each other with it is fixed.
And furthermore, an embedded part is reserved at the top of the air duct side wall reinforcing column, and the truss is connected with the air duct side wall reinforcing column through the embedded part.
Furthermore, the thickness of the raft foundation is 600-800 mm, and preferably the thickness of the raft foundation is 600 mm.
The invention has the following advantages: compared with the traditional built-in supporting design of the corner guide vanes, the built-in supporting design of the corner guide vanes is changed into the external supporting design, the main structure of the air duct platform is not used as a bearing member, the adverse effect of the corner guide vanes on the air duct platform is effectively reduced, the structural deformation of the air duct platform is prevented, the experimental effect is ensured, and the service life is prolonged.
Drawings
FIG. 1 is a schematic view of an external supporting elevation of a wind tunnel corner deflector of the present invention;
FIG. 2 is a schematic cross-sectional view of an external support for a wind tunnel corner deflector according to the present invention;
the notation in the figure is: 1. a duct sidewall stiffening post; 2. a duct top plate; 3. an air duct bottom plate; 4. a raft foundation; 5. a truss; 61. a first connecting member; 62. a second connecting member; 7. corner guide vanes; 71. a first base; 72. a second base.
Detailed Description
For a better understanding of the objects, structure and function of the invention, reference should be made to the following detailed description taken in conjunction with the accompanying drawings.
As shown in fig. 1 and fig. 2, the external mounting structure of a wind tunnel corner baffle of the present invention includes: wind channel, reinforcement post 1, corner water conservancy diversion piece 7, truss 5 and raft foundation 4. The air duct side wall reinforcing column is arranged on two sides of the air duct, the air duct is internally provided with a plurality of corner flow deflectors 7, the top end of the air duct side wall reinforcing column 1 is provided with a truss 5, and the bottom end of the air duct side wall reinforcing column 1 is provided with a raft foundation 4. The corner guide vanes 7 are installed between the truss 5 and the raft foundation 4 through a support structure. The support structure is a first base 71 arranged at the upper end of the corner baffle 7 and a second base 72 arranged at the lower end of said corner baffle 7. The upper end of the first base 71 is fixedly connected with a plurality of first connecting pieces 61, and the first connecting pieces 61 penetrate through the air duct top plate 2 of the air duct and are fixedly connected with the truss 5. The lower end of the second base 72 is fixedly connected with a plurality of second connecting pieces 62, and the second connecting pieces 62 penetrate through the air duct bottom plate 3 of the air duct and are fixedly connected with the raft foundation 4 to form a wind power flow guiding system independent of the platform air duct. Preferably, the first and second connectors 61 and 62 are steel connectors.
A plurality of reserved holes are formed in the air duct top plate 2 and the air duct bottom plate 3 relatively, and are used for the first connecting piece 61 and the second connecting piece 62 to pass through. The first base 71 and the second base 72 can seal off the reserved holes, and air flow is prevented from entering the outer layer of the air duct from the holes.
As shown in fig. 1, as a preferred embodiment of the present invention, an embedded part is reserved on the top of the air duct sidewall reinforcement column 1, and a truss 5 with a span of at most 20 meters is connected to the air duct sidewall reinforcement column 1 through the embedded part. The air duct top plate 2 and the air duct bottom plate 3 are respectively provided with five reserved holes of 800mm multiplied by 800 mm.
The upper end of the first base 71 is fixedly connected with the truss 5 through five first connecting pieces 61 passing through the reserved holes of the air duct top plate 2. The lower end of the second base 72 is directly extended into the foundation pit of the equipment by five second connecting pieces 62 passing through the reserved holes of the air duct bottom plate 3. The bottom of equipment foundation ditch does raft foundation 4 of the steel framework body, raft foundation 4 upper end interval sets up five fixed orificess and second connecting piece 62 and corresponds, and this fixed orificess is hollow structure, insert the bottom of second connecting piece 6 it is fixed in the fixed orificess, the vertical bearing of second connecting piece 6 directly transmits raft foundation 4 that 600-800 mm is thick, raft foundation 4's thickness is the 600mm best.
It is to be understood that the present invention has been described with reference to certain embodiments, and that various changes in the features and embodiments, or equivalent substitutions may be made therein by those skilled in the art without departing from the spirit and scope of the invention. In addition, many modifications may be made to adapt a particular situation or material to the teachings of the invention without departing from the essential scope thereof. Therefore, it is intended that the invention not be limited to the particular embodiment disclosed, but that the invention will include all embodiments falling within the scope of the appended claims.
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