CN114033624B - Typhoon-resistant wind power generation equipment fixing base - Google Patents
Typhoon-resistant wind power generation equipment fixing base Download PDFInfo
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- CN114033624B CN114033624B CN202111436633.3A CN202111436633A CN114033624B CN 114033624 B CN114033624 B CN 114033624B CN 202111436633 A CN202111436633 A CN 202111436633A CN 114033624 B CN114033624 B CN 114033624B
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
- F03D13/22—Foundations specially adapted for wind motors
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
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- Sustainable Development (AREA)
- Sustainable Energy (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Wind Motors (AREA)
Abstract
The application discloses a fixing base of typhoon-resistant wind power generation equipment, which comprises a base main body, a reinforcing mechanism, four support columns, support rods and support rings, wherein the reinforcing mechanism is coated on the outer wall of the base main body, the four support columns are positioned on four sides of the reinforcing mechanism, the support rods are positioned at the top of the base main body, and the support rings are positioned on the outer wall of one side of the support rods. According to the application, one end of each support column is movably connected with the reinforcing mechanism, the reinforcing piles are inserted into the ground through the sockets formed in the two sides of the bottom of each reinforcing block, then the anti-falling ground piles are inserted into the inner walls of the sedimentation holes, the anti-falling ground piles are hammered into the ground through the pile driving blocks by using the pile driving machine, the four support columns can be firmly fixed on the ground and can support the reinforcing mechanism, the reinforcing mechanism is fixed on the outer wall of the base main body, the stabilizing effect of the base main body is improved, and the wind generating set is prevented from being pulled up even when encountering typhoons.
Description
Technical Field
The application relates to the field of wind power generation, in particular to a typhoon-resistant wind power generation equipment fixing base.
Background
The wind power generation is the principle of converting the kinetic energy of wind into mechanical kinetic energy, converting the mechanical energy into electric kinetic energy and generating wind power, and utilizes the wind power to drive the windmill blades to rotate, and then promotes the rotating speed through a speed increaser to promote the generator to generate power, and the wind power generation forms a hot tide in the world because the wind power generation does not need to use fuel and does not generate radiation or air pollution. In order to increase the efficiency of wind power generation, the length of blades of a wind power generator set is continuously increased, and the wind power generator set needs to be installed at a high altitude, so that a fixed base with good stability is required.
The existing wind power generation equipment is usually installed at a position with wind all the year round, but the situation that wind power is too large is unavoidable, the wind power generation efficiency is improved due to the fact that the wind power is too large, the load of a wind power generation base is improved similarly, the wind power generation equipment is easily pulled up even a bracket for wind power generation is broken when typhoons are encountered, and therefore the wind power generation equipment base capable of resisting typhoons is needed.
Disclosure of Invention
The application aims to provide a typhoon-resistant wind power generation equipment fixing base to solve the defects in the technology.
In order to achieve the above object, the present application provides the following technical solutions: the utility model provides an anti typhoon wind power generation equipment unable adjustment base, includes base main part, strengthening mechanism, four support columns, prop rod and holding ring, strengthening mechanism cladding is in the outer wall of base main part, four the support column is located four sides of strengthening mechanism, prop rod is located the top of base main part, the holding ring is located one side outer wall of prop rod, four it has three equidistance distributed's perforation to open one side outer wall of support column, four the top outer wall joint of support column has the boss that is "bow" shape structure, the both sides inner wall of boss passes the inner wall of perforation through the dead lever, the socket has been opened at the bottom both ends of boss, the inner wall of socket is equipped with the stake of strengthening, four the one end of support column is fixed and is equipped with the locating piece, subside the hole has been opened to locating piece top one end, the inner wall of subside the hole is equipped with the pile block, pile block bottom one end is fixed and is equipped with vertical decurrent anti-drop ground stake.
Preferably, the mounting hole is opened on one side of the top outer wall of the base main body, the limit posts are fixedly arranged on the bottom inner wall of the mounting hole, the first thread locating posts which are equidistantly distributed by taking the central axis of the mounting hole as the circle center are fixedly arranged on one side of the top of the base main body, and the second thread locating posts which are equidistantly distributed by taking the central axis of the mounting hole as the circle center are fixedly arranged on the side wall of the base main body.
Preferably, the reinforcing mechanism is coated with four base shells, first fixing holes distributed at equal intervals are formed in one side of the top of each base shell, second fixing holes distributed at equal intervals are formed in the side walls of each base shell, the first threaded positioning columns are located on the inner walls of the first fixing holes, and the second threaded positioning columns are located on the inner walls of the second fixing holes.
Preferably, the outer walls of two sides of the four base shells are fixedly provided with first fixing plates, one side of each first fixing plate is provided with a first movable opening, one end outer wall of each supporting column is provided with a second movable opening, and one side outer wall of each supporting column penetrates through the second movable opening and the inner wall of each first movable opening through a rotating rod to be movably connected with the reinforcing mechanism.
Preferably, four the jack has been opened to the one end outer wall of support column, the one side outer wall of support column is equipped with two first installation pieces through the practical dead lever of inner wall of jack, two the inner wall of first installation piece has the stand through bearing swing joint, the supporting ring has been cup jointed on top one side of prop up the pole, the fixed second installation piece that is equipped with four equidistance and distributes of lateral wall of supporting ring, the third movable hole that runs through is opened to one side outer wall of second installation piece, the inner wall that uses bull stick and second installation piece swing joint through the third movable hole of one end of stand makes the four side outer walls of prop up the pole form four triangle-shaped's bearing structure.
Preferably, the bottom one side of prop rod is fixed and is equipped with the spacing dish, the outer wall of spacing dish is opened there is the third fixed orifices that the equidistance distributes, first screw thread reference column is located the inner wall of third fixed orifices, the bottom one end of prop rod is opened there is the spacing hole, the inner wall profile in spacing hole matches with the outer wall profile of spacing post, is favorable to improving the fixed effect of prop rod and base main part.
Preferably, a lifting disc is fixedly arranged on one side of the top of the strut rod, three lifting holes distributed at equal intervals are formed in the outer wall of the lifting disc, and the strut rod is lifted by a crane through the lifting holes formed in the outer wall of the lifting disc.
S1: firstly, according to the position where the wind power station is properly installed, after the position of the wind power station is determined, a foundation is dug out on the ground, the contour of the inner wall of the foundation is equal to the contour of the outer wall of the base main body, then reinforcing steel bars are mixed on the foundation, prefabricated templates are made, then concrete is poured on the foundation, the reinforced concrete structure is consistent with the structure of the base main body, the base main body is obtained after the reinforced concrete is solidified, and a first thread positioning column and a second thread positioning column which are arranged on the top and the side wall of the base main body are fixedly connected with the reinforcing steel bars in the concrete;
s2: then, a reinforcing mechanism is sleeved on the outer wall of the top of the base main body, four base shells are sleeved on the outer wall of the base main body in sequence, a first threaded positioning column is positioned on the inner wall of a first fixing hole, a second threaded positioning column is positioned on the inner wall of a second fixing hole, and nuts are screwed on the outer wall of the second fixing hole;
s3: one end of each of the four support columns moves to the inner sides of the two first fixing sheets respectively, the first movable opening and the second movable opening are combined to enable the support columns to be movably connected with the reinforcing mechanism through the rotating rods, the reinforcing blocks are arranged on one sides of the tops of the four support columns through the through holes, the support columns can be initially arranged on the ground by inserting reinforcing piles into the holes formed in the two sides of the bottoms of the reinforcing blocks, then the anti-falling ground piles are inserted into the inner walls of the sedimentation holes, and the pile drivers are used for hammering the anti-falling ground piles into the ground through the pile driving blocks, so that the support columns can be firmly fixed on the ground;
s4: then fixing two first mounting plates on the side wall of the support column through insertion holes, movably connecting the inner walls of the two first mounting plates with the upright posts through bearings, then using a crane to plug the bottom of the support column rod into a mounting hole formed in the top of the base main body through a hoisting hole formed in the outer wall of the hoisting disc by using a steel wire winch, plug a limit hole formed in the bottom of the support column rod into a limit column formed in the bottom of the mounting hole, arranging a limit disc on the side wall of the bottom of the support column rod on the top of the reinforcing mechanism, arranging a first thread positioning column on the inner wall of a third fixing hole, and screwing a nut on the outer wall of the first thread positioning column;
s5: one end of the upright post is moved to the inner sides of the two second mounting pieces, then the rotating shaft is movably connected with one end of the upright post, and the fixing base is mounted.
In the technical scheme, the application has the technical effects and advantages that:
through the one end strengthening mechanism swing joint of four support columns, the reinforcing block is installed through the through hole in top one side of four support columns, use the reinforcing pile to peg graft subaerial through the socket that the reinforcing block bottom both sides were opened, can preliminarily install the support column subaerial, then insert the inner wall of subsidence hole and go up anti-drop ground stake, use the pile driver to hammer into subaerial with anti-drop ground stake through the pile block, can firmly be fixed in subaerial with the support column, four support columns can be firm fix subaerial, can support strengthening mechanism, strengthening mechanism fixes the outer wall at the base main part, the stable effect of base main part has been improved, the root of connecting when avoiding wind generating set to meet typhoon pulls up.
The side walls of the support columns are fixed with the two first mounting pieces through the insertion holes, the inner walls of the two first mounting pieces are movably connected with the upright posts through the bearings, one end of the top of each upright post is moved to the inner sides of the two second mounting pieces, then the rotating shafts are movably connected with one end of each upright post, so that four triangular supporting structures are formed on the four outer walls of each support post, the stabilizing effect of the wind turbine generator system is further improved, the bending resistance of each support post can be enhanced, the support post is prevented from being broken when the wind turbine generator system encounters typhoon, and the typhoon resistance effect is good.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for the embodiments will be briefly described below, and it is apparent that the drawings in the following description are only some embodiments described in the present application, and other drawings may be obtained according to these drawings for a person having ordinary skill in the art.
FIG. 1 is a schematic perspective view of the present application;
FIG. 2 is a schematic perspective view of a support ring according to the present application;
FIG. 3 is a schematic perspective view of a base body according to the present application;
FIG. 4 is a schematic cross-sectional view of a base body according to the present application;
FIG. 5 is a schematic view of the reinforcement mechanism of the present application;
FIG. 6 is a schematic perspective view of a base housing of the present application;
FIG. 7 is a schematic perspective view of a support column according to the present application;
fig. 8 is a schematic perspective view of a strut rod according to the present application.
Reference numerals illustrate:
the novel lifting device comprises a base main body 1, a mounting hole 2, a first threaded positioning column 3, a second threaded positioning column 4, a limiting column 5, a base shell 6, a first fixing hole 7, a second fixing hole 8, a first fixing piece 9, a first movable opening 10, a supporting column 11, a column 11-1, a second movable opening 12, a through hole 13, a reinforcing block 14, a reinforcing pile 15, a positioning block 16, a sedimentation hole 17, a piling block 18, a falling-prevention ground pile 19, a jack 20, a first mounting piece 21, a supporting column 22, a supporting ring 23, a second mounting piece 24, a third movable hole 25, a limiting hole 26, a limiting disc 27, a third fixing hole 28, a lifting disc 29 and a lifting hole 30.
Detailed Description
In order to make the technical scheme of the present application better understood by those skilled in the art, the present application will be further described in detail with reference to the accompanying drawings.
Example 1
Referring to the accompanying drawings 1-8 of the specification, a fixing base of typhoon-resistant wind power generation equipment comprises a base main body 1, a reinforcing mechanism, four supporting columns 11, supporting columns 22 and supporting rings 23, wherein one side of the outer wall of the top of the base main body 1 is provided with a mounting hole 2, the inner wall of the bottom of the mounting hole 2 is fixedly provided with a limit column 5, one side of the top of the base main body 1 is fixedly provided with first thread locating columns 3 which are distributed equidistantly by taking the central axis of the mounting hole 2 as the center of a circle, the side wall of the base main body 1 is fixedly provided with second thread locating columns 4 which are distributed equidistantly by taking the central axis of the mounting hole 2 as the center of a circle, the reinforcing mechanism is coated with four base shells 6, one side of the top of the four base shells 6 is provided with first fixing holes 7 which are distributed equidistantly, the side wall of the four base shells 6 is provided with second fixing holes 8 which are distributed equidistantly, the first thread locating columns 3 are located on the inner wall of the first fixing holes 7, and the second thread locating columns 4 are located on the inner wall of the second fixing holes 8.
Example two
Based on the first embodiment, the reinforcing mechanism is wrapped on the outer wall of the base main body 1, four support columns 11 are located on four sides of the reinforcing mechanism, a support rod 22 is located on the top of the base main body 1, a support ring 23 is located on one side outer wall of the support rod 22, three equally-distributed through holes 13 are formed in one side outer wall of the four support columns 11, reinforcing blocks 14 with an arch-shaped structure are clamped on the top outer walls of the four support columns 11, inner walls on two sides of the reinforcing blocks 14 penetrate through inner walls of the through holes 13 through fixing rods, inserting holes are formed in two ends of the bottom of the reinforcing blocks 14, reinforcing piles 15 are arranged on the inner walls of the inserting holes, positioning blocks 16 are fixedly arranged at one ends of the four support columns 11, sedimentation holes 17 are formed in one ends of the tops of the positioning blocks 16, piling blocks 18 are arranged on the inner walls of the sedimentation holes 17, and vertical downward anti-falling ground piles 19 are fixedly arranged at one ends of the bottoms of the piling blocks 18.
Example III
Based on the first embodiment, the outer walls of two sides of the four base shells 6 are fixedly provided with first fixing plates 9, one side of each first fixing plate 9 is provided with a first movable opening 10, one end outer wall of each four support columns 11 is provided with a second movable opening 12, and one side outer wall of each support column 11 penetrates through the second movable opening 12 and the inner wall of each first movable opening 10 through a rotating rod to be movably connected with a reinforcing mechanism.
Example IV
Based on the first embodiment, the jack 20 is opened to the one end outer wall of four support columns 11, the practical dead lever of inner wall that one side outer wall of support column 11 passes through jack 20 is equipped with two first mounting pieces 21, the inner wall of two first mounting pieces 21 has stand 11-1 through bearing swing joint, supporting ring 23 has been cup jointed to top one side of pillar pole 22, the fixed second mounting piece 24 that is equipped with four sets of equidistance and distributes of lateral wall of supporting ring 23, the third movable hole 25 that runs through is opened to the one side outer wall of second mounting piece 24, the one end of stand 11-1 uses bull stick and second mounting piece 24 swing joint through the inner wall of third movable hole 25, make the four side outer walls of pillar pole 22 form four triangle-shaped bearing structure.
Example five
Based on embodiment one, fixed spacing dish 27 that is equipped with in bottom one side of pillar pole 22, the outer wall of spacing dish 27 is opened there is the third fixed orifices 28 that the equidistance distributes, first screw thread reference column 3 is located the inner wall of third fixed orifices 28, open bottom one end of pillar pole 22 has spacing hole 26, the inner wall profile of spacing hole 26 matches with the outer wall profile of spacing post 5, be favorable to improving the fixed effect of pillar pole 22 and base main part 1, the fixed hoist and mount dish 29 that is equipped with in top one side of pillar pole 22, hoist and mount hole 30 that has three equidistance to distribute are opened to the outer wall of hoist and mount dish 29, hoist and mount hole 30 that is equipped with through hoist and mount dish 29 outer wall is convenient for use the crane to hoist up pillar pole 22.
The working principle of the application is as follows:
referring to the accompanying drawings of 1-8 in the specification, first, a reinforcing mechanism is sleeved on the top outer wall of a base main body 1, four base shells 6 are sequentially sleeved on the outer wall of the base main body 1, a first threaded positioning column 3 is positioned on the inner wall of a first fixing hole 7, a second threaded positioning column 4 is positioned on the inner wall of a second fixing hole 8, nuts are screwed on the outer wall of the second fixing hole 8, one ends of four support columns 11 are respectively moved to the inner sides of two first fixing sheets 9, a first movable opening 10 and a second movable opening 12 are overlapped to enable the support columns 11 to be movably connected with the reinforcing mechanism through rotating rods, a reinforcing block 14 is arranged on one side of the top of each support column 11 through a through hole 13, reinforcing piles 15 are used for being inserted on the ground through sockets formed on two sides of the bottom of each reinforcing block 14, the support columns 11 can be initially installed on the ground, then the inner walls of sedimentation holes 17 are inserted with anti-falling ground piles 19, the pile driver is used for hammering the anti-falling ground piles 19 into the ground through the pile driving blocks 18, the supporting columns 11 can be firmly fixed on the ground, then the side walls of the supporting columns 11 are fixedly provided with two first mounting plates 21 through insertion holes 20, the inner walls of the two first mounting plates 21 are movably connected with the upright columns 11-1 through bearings, then the crane is used for inserting the bottom of the supporting column rod 22 into the mounting holes 2 formed in the top of the base main body 1 through the hoisting holes 30 formed in the outer wall of the hoisting disc 29 by using the steel wire winch, the limit holes 26 formed in the bottom of the supporting column rod 22 are inserted into the limit columns 5 formed in the bottom of the mounting holes 2, the limit disc 27 formed in the side wall of the bottom of the supporting column rod 22 is positioned at the top of the reinforcing mechanism, the first threaded positioning column 3 is positioned on the inner wall of the third fixing hole 28, nuts are screwed on the outer wall of the first threaded positioning column 3, one end of the upright 11-1 is moved to the inner sides of the two second mounting pieces 24, and then movably connected with one end of the upright 11-1 using a rotation shaft, and the fixing base is mounted.
While certain exemplary embodiments of the present application have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that modifications may be made to the described embodiments in various different ways without departing from the spirit and scope of the application. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive of the scope of the application, which is defined by the appended claims.
Claims (3)
1. The utility model provides an anti typhoon wind power generation equipment unable adjustment base, includes base main part (1), strengthening mechanism, four support column (11), pillar pole (22) and holding ring (23), strengthening mechanism cladding is in the outer wall of base main part (1), four support column (11) are located strengthening mechanism's four sides, pillar pole (22) are located the top of base main part (1), holding ring (23) are located one side outer wall of pillar pole (22), its characterized in that: the four support columns (11) are provided with three equally-distributed through holes (13) on the outer wall of one side, the four support columns (11) are connected with reinforcing blocks (14) in an arch-shaped structure in a clamping mode on the outer wall of the top of the support columns (11), the inner walls of the two sides of the reinforcing blocks (14) penetrate through the inner walls of the through holes (13) through fixing rods, inserting holes are formed in the two ends of the bottom of the reinforcing blocks (14), reinforcing piles (15) are arranged on the inner walls of the inserting holes, positioning blocks (16) are fixedly arranged at one ends of the four support columns (11), sedimentation holes (17) are formed in one end of the top of each positioning block (16), piling blocks (18) are arranged on the inner walls of the sedimentation holes (17), and vertical downward anti-falling ground piles (19) are fixedly arranged at one end of the bottom of each piling block (18);
the novel structure comprises a base body (1), wherein one side of the outer wall of the top of the base body (1) is provided with a mounting hole (2), the inner wall of the bottom of the mounting hole (2) is fixedly provided with a limiting column (5), one side of the top of the base body (1) is fixedly provided with first thread positioning columns (3) which are equidistantly distributed by taking the central axis of the mounting hole (2) as the circle center, and the side wall of the base body (1) is fixedly provided with second thread positioning columns (4) which are equidistantly distributed by taking the central axis of the mounting hole (2) as the circle center;
the reinforcing mechanism is coated with four base shells (6), first fixing holes (7) distributed at equal intervals are formed in one side of the top of each base shell (6), second fixing holes (8) distributed at equal intervals are formed in the side walls of each base shell (6), the first threaded positioning columns (3) are located on the inner walls of the first fixing holes (7), and the second threaded positioning columns (4) are located on the inner walls of the second fixing holes (8);
the outer walls of two sides of the four base shells (6) are fixedly provided with first fixing plates (9), one side of each first fixing plate (9) is provided with a first movable opening (10), one end outer wall of each supporting column (11) is provided with a second movable opening (12), and one side outer wall of each supporting column (11) penetrates through the second movable opening (12) and the inner wall of each first movable opening (10) through a rotating rod to be movably connected with a reinforcing mechanism;
the outer walls of one ends of the four support columns (11) are provided with insertion holes (20), the outer walls of one sides of the support columns (11) are provided with two first mounting plates (21) through practical fixing rods on the inner walls of the insertion holes (20), the inner walls of the two first mounting plates (21) are movably connected with stand columns (11-1) through bearings, one sides of the tops of the support columns (22) are sleeved with support rings (23), the side walls of the support rings (23) are fixedly provided with four groups of second mounting plates (24) distributed at equal intervals, one side outer walls of the second mounting plates (24) are provided with third through movable holes (25), and one ends of the stand columns (11-1) are movably connected with the second mounting plates (24) through inner walls of the third movable holes (25);
the novel support column is characterized in that a limiting disc (27) is fixedly arranged on one side of the bottom of the support column rod (22), third fixing holes (28) distributed at equal distances are formed in the outer wall of the limiting disc (27), the first threaded positioning column (3) is located on the inner wall of the third fixing holes (28), a limiting hole (26) is formed in one end of the bottom of the support column rod (22), and the outline of the inner wall of the limiting hole (26) is matched with the outline of the outer wall of the limiting column (5).
2. The typhoon resistant wind power generation equipment fixing base according to claim 1, wherein: a hoisting disc (29) is fixedly arranged on one side of the top of the support column rod (22), and three hoisting holes (30) distributed at equal intervals are formed in the outer wall of the hoisting disc (29).
3. A method for installing a typhoon resistant wind power plant fixture base according to any one of claims 1-2, further comprising the steps of:
step 1: firstly, according to the position where the wind power station is properly installed, after the position of the wind power station is determined, a foundation is dug out on the ground, the contour of the inner wall of the foundation is equal to the contour of the outer wall of a base main body (1), then reinforcing steel bars are mixed on the foundation, prefabricated templates are made, then concrete is poured on the foundation, the reinforced concrete structure is consistent with that of the base main body (1), the base main body (1) is obtained after the reinforced concrete is solidified, and a first threaded positioning column (3) arranged on the top and the side wall of the base main body (1) is fixedly connected with the second threaded positioning column (4) and the reinforcing steel bars in the concrete;
step 2: then, a reinforcing mechanism is sleeved on the outer wall of the top of the base main body (1), four base shells (6) are sequentially sleeved on the outer wall of the base main body (1), a first threaded positioning column (3) is positioned on the inner wall of a first fixing hole (7), a second threaded positioning column (4) is positioned on the inner wall of a second fixing hole (8), and nuts are screwed on the outer wall of the second fixing hole (8);
step 3: one end of each of the four support columns (11) moves to the inner sides of the two first fixing sheets (9) respectively, the first movable openings (10) and the second movable openings (12) are overlapped, the support columns (11) are movably connected with the reinforcing mechanism through the rotating rods, the reinforcing blocks (14) are arranged on one sides of the tops of the four support columns (11) through the through holes (13), the support columns (11) can be initially arranged on the ground by inserting reinforcing piles (15) through inserting holes formed in two sides of the bottoms of the reinforcing blocks (14), then anti-falling ground piles (19) are inserted on the inner walls of the sedimentation holes (17), the anti-falling ground piles (19) are hammered into the ground through pile driving blocks (18), and the support columns (11) can be firmly fixed on the ground;
step 4: then the side wall of the support column (11) is fixed with two first mounting plates (21) through the jack (20), the inner walls of the two first mounting plates (21) are movably connected with the upright column (11-1) through bearings, then a crane is used for splicing the bottom of the support column rod (22) into the mounting hole (2) formed in the top of the base body (1) through a hoisting hole (30) formed in the outer wall of the hoisting disc (29), a limit hole (26) formed in the bottom of the support column rod (22) is spliced into the limit column (5) formed in the bottom of the mounting hole (2), a limit disc (27) formed in the side wall of the bottom of the support column rod (22) is positioned at the top of the reinforcing mechanism, the first threaded positioning column (3) is positioned on the inner wall of the third fixing hole (28), and nuts are screwed on the outer wall of the first threaded positioning column (3);
step 5: one end of the upright post (11-1) is moved to the inner sides of the two second mounting pieces (24), then the rotating shaft is movably connected with one end of the upright post (11-1), and the mounting of the fixed base is completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111436633.3A CN114033624B (en) | 2021-11-30 | 2021-11-30 | Typhoon-resistant wind power generation equipment fixing base |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111436633.3A CN114033624B (en) | 2021-11-30 | 2021-11-30 | Typhoon-resistant wind power generation equipment fixing base |
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| Publication Number | Publication Date |
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| CN114033624A CN114033624A (en) | 2022-02-11 |
| CN114033624B true CN114033624B (en) | 2023-09-19 |
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| CN202111436633.3A Active CN114033624B (en) | 2021-11-30 | 2021-11-30 | Typhoon-resistant wind power generation equipment fixing base |
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| CN113565690A (en) * | 2021-07-20 | 2021-10-29 | 温州砼程维禹科技有限公司 | Wind power generator base |
| CN214576127U (en) * | 2021-02-02 | 2021-11-02 | 陕西中塔建设科技有限公司 | Integrated movable single-pipe tower reinforcing device |
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