CN114012866A - Adjustable polygonal mixed tower barrel template and tower barrel segment manufacturing method - Google Patents
Adjustable polygonal mixed tower barrel template and tower barrel segment manufacturing method Download PDFInfo
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- CN114012866A CN114012866A CN202111357007.5A CN202111357007A CN114012866A CN 114012866 A CN114012866 A CN 114012866A CN 202111357007 A CN202111357007 A CN 202111357007A CN 114012866 A CN114012866 A CN 114012866A
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 claims abstract description 6
- 238000009415 formwork Methods 0.000 claims description 33
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000008859 change Effects 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 3
- 235000017491 Bambusa tulda Nutrition 0.000 description 3
- 241001330002 Bambuseae Species 0.000 description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 3
- 239000011425 bamboo Substances 0.000 description 3
- 238000007790 scraping Methods 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/14—Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
- B28B7/04—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article one or more of the parts being pivotally mounted
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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
-
- 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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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention provides an adjustable polygonal mixed tower barrel template and a method for manufacturing a barrel segment of a tower, wherein the template comprises the following steps: a bottom template; the four side templates form a quadrilateral space; the four side templates are fixed on the bottom template and provide lateral support; the position of at least one adjustable supporting structure on the bottom template is adjustable so as to adjust the position of the side template on the bottom template; at least one of the adjustable support structures is also used to adjust the angle of inclination of the side forms relative to the base form. The concrete tower template can solve the problems that the traditional concrete tower template is poor in adaptability and not adjustable, and the tower piece construction cost is high.
Description
Technical Field
The invention relates to the technical field of manufacturing of concrete tower cylinder pipes of wind driven generators, in particular to an adjustable polygonal mixed tower cylinder template and a manufacturing method of tower cylinder pipes.
Background
At present, the main structural form of the wind power concrete tower barrel adopts a whole ring or segmented (2-4) segments, the main reason is that the segments are limited by connecting and splicing nodes and pouring templates, the connecting nodes are too many due to too many segments, the later inspection and maintenance cost is high, the rigidity and the manufacturing precision of the templates need to be improved in order to control deformation during segmented maintenance, and therefore the investment cost of the templates is high.
The template that concrete tower adopted among the wind generating set at present is customized usually, and the tower section of thick bamboo diameter, tower section of thick bamboo wall thickness, the tapering of tower section of thick bamboo that pour are the constant value promptly, can't adjust according to the power size of unit, the height of fan, the frequency demand of fan, and the tower market adaptability that this kind of template produced is relatively poor, and there is almost no adjustment space after the template is stereotyped.
The reason is analyzed, and the thickness, the angle, the height and the width of the template adopted when the duct piece is poured can not be adjusted, so that one template can only produce the duct piece of one concrete tower barrel. The traditional duct piece is not strong in adaptability, large in investment cost and high in threshold, and some small and medium prefabricated components are forbidden to be purchased, so that the construction cost of the hybrid tower is high. At present, the traditional concrete tower formwork mainly has the following problems:
1. most of traditional concrete tower templates are poured based on vertical moulds, a large amount of vibration is needed during pouring, and the poor pouring quality is controlled due to poor bubbles;
2. the investment cost of the traditional frustum-shaped and cylindrical templates is high, the templates need to be manufactured at each section of the whole tower, the investment of one set of templates needs nearly ten million costs, and in order to control the deformation of the duct piece, the template manufacturing requirement is high, the construction period is long, and the requirements of rapidness and low cost in the wind power market cannot be met;
3. the traditional mixing tower is limited by the assembly nodes, and is not divided into segments or divided into 1 to 4 segments, so that the segment is overlarge in size, heavy in weight and limited in transportation, and particularly in a mountain wind field, the mixing tower is difficult to transport.
Traditional concrete tower template can't adapt to the flat price demand in current wind-powered electricity generation market, thereby needs a section can self-adaptation, adjustable prefabricated template production manufacturing adjustable wind power tower section of jurisdiction.
Disclosure of Invention
The invention aims to provide an adjustable polygonal mixed tower barrel template and a tower barrel segment manufacturing method, and solves the problems that a traditional concrete tower template is poor in adaptability and cannot be adjusted, and the construction cost of tower segments is high.
In order to achieve the above purpose, the invention is realized by the following technical scheme:
an adjustable polygonal tower drum template for a hybrid tower, comprising:
a bottom template;
the four side templates form a quadrilateral space;
the four side templates are fixed on the bottom template and provide lateral support;
the position of at least one adjustable supporting structure on the bottom template is adjustable so as to adjust the position of the side template on the bottom template;
at least one of the adjustable support structures is also used to adjust the angle of inclination of the side forms relative to the base form.
Furthermore, the four side templates comprise two side edge side molds which are oppositely arranged and two bottom edge side molds which are oppositely arranged;
adjustable bearing structure includes the adjustable bearing structure in a plurality of side and the adjustable bearing structure in a plurality of base, and the adjustable bearing structure in a plurality of side is with two the side form is fixed on the die block board and provide the side direction and support, and the adjustable bearing structure in a plurality of base is with two the base side form is fixed on the die block board and provide the side direction and support.
Furthermore, adjustable bearing structure includes connecting piece and supporter, the connecting piece with the movable connection of die block board, the bottom of limit template with the tip of connecting piece is articulated, supporter one end with the limit template is connected, the other end with the movable connection of connecting piece.
Further, the connecting piece comprises a bottom connecting plate, the bottom connecting plate is provided with a first long circular hole, and the bottom connecting plate is connected with the bottom template through the first long circular hole in a bolt mode.
Further, the connecting piece comprises a guide rail, the guide rail is provided with a second long round hole, and the guide rail is connected with the support body through the second long round hole in a bolt mode.
Further, the second oblong hole is arranged along the horizontal direction.
Further, the edge formwork with the tip that adjustable bearing structure contacted is equipped with sharp portion chamfer, the edge formwork can wind sharp portion chamfer rotates, in order to change the edge formwork for the inclination of die block board.
Further, the edge mold plate comprises a folded plate in an inverted L shape.
Furthermore, the side template further comprises a stiffening rib which is fixedly connected with the folded plate.
Further, the base is a concrete hardening base, the bottom template is a steel plate, and the bottom template is embedded in the base.
Furthermore, waterproof structures are arranged between the bottom template and the side templates and between the adjacent side templates.
A method for manufacturing a tower tube piece is realized by adopting the adjustable polygonal mixed tower and tower tube template, and comprises the following steps:
s1, manufacturing a base and fixing a bottom template;
s2, mounting each side template on the bottom template by adopting an adjustable support structure, and adjusting the width, the in-plane angle, the height and the side angle;
and S3, installing a reinforcing mesh, and pouring concrete to obtain the segment with the preset thickness.
Further, before step S3, the method further includes:
and waterproof structures are arranged between the bottom template and the side templates and between the adjacent side templates.
Compared with the prior art, the invention has the following advantages:
1. the adjustable polygonal mixed tower barrel template provided by the invention can adjust the height, width, thickness and angle of the duct piece;
2. the adjustable polygonal mixed tower barrel template provided by the invention can be used for reducing the manufacturing cost of the concrete template on a large scale, and the concrete is convenient to pour due to the adoption of flat die pouring, and the concrete pouring quality is controllable;
3. according to the adjustable polygonal mixed tower barrel template, the side edge sealing template is adjustable and rotatable, and a set of templates can be adapted to various tower types (polygonal mixed towers).
Drawings
In order to more clearly illustrate the technical solution of the present invention, the drawings used in the description will be briefly introduced, and it is obvious that the drawings in the following description are an embodiment of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts according to the drawings:
FIGS. 1a and 1b are schematic diagrams illustrating the variation of the external shape parameters of a polygonal mixing tower;
fig. 2 is a schematic structural diagram of an adjustable polygonal mixed tower drum template according to an embodiment of the present invention;
FIG. 3 is a schematic view of a lateral side mold supported by a lateral adjustable support structure according to an embodiment of the present invention;
FIG. 4 is a schematic structural view of a lateral adjustable support structure according to an embodiment of the present invention;
fig. 5 is a schematic view of the lateral side adjustable supporting structure provided in an embodiment of the present invention for adjusting an inclination angle of the lateral side mold;
FIG. 6 is a schematic view of a waterproof plastic pad disposed between the side and bottom forms according to an embodiment of the present invention;
fig. 7 is a schematic view illustrating a waterproof adhesive is disposed between the side formwork and the bottom formwork according to an embodiment of the present invention;
FIG. 8 is a schematic view of a template width adjustment provided in accordance with an embodiment of the present invention;
fig. 9 is a schematic view of an inner angle of the adjusting surface of the side die according to an embodiment of the present invention;
FIG. 10 is a schematic view of the height adjustment of the stencil provided in accordance with one embodiment of the present invention;
FIG. 11 is a diagram illustrating the effect of adjusting the thickness of a tube sheet according to an embodiment of the present invention, wherein the thickness of the tube sheet is smaller than the height of the side forms;
fig. 12 is a diagram illustrating the effect of adjusting the thickness of a tube sheet according to an embodiment of the present invention, wherein the thickness of the tube sheet is equal to the height of the side forms;
FIG. 13 is a schematic view of adjusting the side angle of the template according to an embodiment of the present invention;
FIG. 14 is a flow chart of a method for manufacturing a tower tube piece according to an embodiment of the present invention
FIG. 15 is a schematic view of a base and a bottom form according to one embodiment of the present invention;
fig. 16 is a schematic view of a reinforcing mesh installed according to an embodiment of the present invention;
fig. 17 is a schematic view of cast concrete according to an embodiment of the present invention.
Detailed Description
The invention is described in further detail below with reference to the figures and the detailed description. The advantages and features of the present invention will become more apparent from the following description. It is to be noted that the drawings are in a very simplified form and are all used in a non-precise scale for the purpose of facilitating and distinctly aiding in the description of the embodiments of the present invention. To make the objects, features and advantages of the present invention comprehensible, reference is made to the accompanying drawings. It should be understood that the structures, ratios, sizes, and the like shown in the drawings and described in the specification are only used for matching with the disclosure of the specification, so as to be understood and read by those skilled in the art, and are not used to limit the implementation conditions of the present invention, so that the present invention has no technical significance, and any structural modification, ratio relationship change or size adjustment should still fall within the scope of the present invention without affecting the efficacy and the achievable purpose of the present invention.
As shown in fig. 1a and 1b, the height 1, thickness 1, width 1, angle 2, width 2, and angle 1 of different polygonal mixed towers are different, and even these variables are different at each elevation, so when the mixed tower is put into operation, templates must be made according to the whole tower, i.e. a template should be made at each height, which has large investment and high cost, and once the tower shape of the mixed tower changes (diameter is changed and taper is changed), the existing template cannot be used, and the template must be made again.
Therefore, the invention provides an adjustable polygonal mixed tower barrel template which can adapt to the variation of the parameters (height 1, thickness 1, width 1, angle 2, width 2, angle 1 and the like) at different tower types and different heights.
As shown in fig. 2, the adjustable polygonal mixed tower barrel formwork 1 provided by the present invention includes: the adjustable supporting structure is used for fixing the four side templates on the bottom template and providing lateral support. The position of at least one of the adjustable support structures on the bottom form is adjustable to adjust the position of the edge forms on the bottom form 4; at least one of the adjustable support structures is also used to adjust the angle of inclination of the edge forms relative to the base form 4.
Specifically, for the convenience of distinguishing, four the side template includes two relative side forms 3 that set up and two relative base side forms 2 that set up, and the distance between two base side forms 2 corresponds to the height of a tower section of jurisdiction, and the distance between two side forms 3 corresponds to the width of a tower section of jurisdiction.
Correspondingly, a plurality of adjustable bearing structure divide into a plurality of side adjustable bearing structure 6 and a plurality of base adjustable bearing structure 7, and side adjustable bearing structure 6 is with two side form 3 is fixed on the die block board 4 and provide the side direction and support, and base adjustable bearing structure 7 is with two base side form 2 is fixed on the die block board 4 and provide the side direction and support.
Optionally, the position of each side edge adjustable support structure 6 on the bottom die plate 4 is adjustable, so that the adjustment of the width of the die plate can be realized by adjusting the position of each side edge adjustable support structure 6, or the adjustment of the in-plane rotation amount (such as the angle 2, the width 1, and the width 2 shown in fig. 1a and 1 b) of the side edge side die 3 on the bottom die plate 4 is realized; the side adjustable support structure 6 can adjust the inclination angle of the side die 3 relative to the bottom die plate 4, so as to adjust the side angle of the duct piece (as shown by an angle 1 in fig. 1a and 1 b); the position of each bottom edge adjustable supporting structure 7 on the bottom template 4 is adjustable, so that the adjustment of the template height (the height 1 shown in fig. 1a and 1 b) is realized, in addition, the adjustment of the in-plane rotation amount of the bottom edge side die 2 on the bottom template 4 and the adjustment of the inclination angle of the bottom edge side die 2 relative to the bottom template 4 can also be realized.
The following describes how the adjustable supporting structure 6 can adjust the position of the side forms on the bottom form 4 and the inclination angle of the side forms relative to the bottom form 4.
As shown in fig. 3, 4 and 5, the side adjustable supporting structure 6 includes a connecting member 61 and a supporting member 62, the connecting member 61 is movably connected to the bottom form 4, so that the position of the side adjustable supporting structure 6 on the bottom form 4 can be adjusted, the bottom of the side form 3 is hinged to the end of the connecting member 61, one end of the supporting member 62 is connected to the side form 3, and the other end of the supporting member 62 is movably connected to the connecting member 61, so that the inclination angle of the side 3 relative to the bottom form 4 can be adjusted by adjusting the connecting position of the supporting member 62 and the connecting member 61.
Specifically, the connecting member 61 includes a bottom connecting plate 611, the bottom connecting plate 611 is provided with a first elongated hole 612, and the bottom connecting plate 611 is movably connected with the bottom form 4 (by using a bolt 64a shown in fig. 4 and 5) at the first elongated hole 612, so that the position of the connecting member 61 on the bottom form 4 can be adjusted through the first elongated hole 612, and the position of the side adjustable supporting structure 6 on the bottom form 4 can be adjusted. The side dies 3 are connected to the bottom connecting plate 611 by hinges 63.
The connecting member 61 further includes a guide rail 613, the guide rail 613 is provided with a second long circular hole 614, and the support body 62 is movably connected with the second long circular hole 614 (hinged by using a bolt 64b shown in fig. 4 and 5), and the support body 62 is simultaneously bolted with the side die 3 (hinged by using a bolt 64c shown in fig. 4 and 5), so that the position of the support body 62 can be adjusted through the second long circular hole 614, and the inclination angle of the side die 3 relative to the bottom die plate 4 can be adjusted. The guide rail 613 may be welded to the bottom connection plate 611. The second elongated hole 614 may be horizontally disposed, and a bolt connecting the support body 62 and the guide rail 613 may be horizontally slid along the second elongated hole 614, thereby changing an inclination angle of the side mold 3. Of course, the second oblong hole 614 may be disposed in other directions as long as the inclination angle of the side mold 3 can be changed. Fig. 5 shows a schematic view of the side adjustable support structure 6 adjusting the inclination angle of the side mold 3.
Further, as shown in fig. 3, in order not to interfere with the rotation of the side mold 3, the end of the side mold 3 contacting the side adjustable supporting structure 6 is provided with a tip chamfer 34, the side mold 3 can wind the tip chamfer 34 to rotate, so as to change the inclination angle of the side mold 3 relative to the bottom formwork 4. Correspondingly, as shown in fig. 4, the hinged end of the bottom connecting plate 611 and the side die 3 is also provided with a chamfer 615 to facilitate the rotation of the side die 3.
In an embodiment, the bottom edge adjustable supporting structure 7 may adopt a structure the same as the side edge adjustable supporting structure 6, and the bottom edge side die 2 may also adopt a structure the same as the side edge side die 3, that is, the side edge adjustable supporting structure 6 and the side edge side die 3 shown in fig. 3 to 5, so that the bottom edge side die 2 may be the same as the side edge side die 3, and not only can adjust the position of the bottom die plate 4, but also can adjust the inclination angle of the bottom die plate 4 relative to the bottom die plate.
In other embodiments, since the bottom side mold 2 does not need to adjust its inclination angle with respect to the bottom mold plate 4, the bottom adjustable supporting structure 7 may only include a connecting member 61, the connecting member 61 is movably connected with the bottom mold plate 4 and is fixedly connected with the bottom side mold 2, and accordingly, the end of the bottom side mold 2 contacting the bottom mold plate 4 does not need to be provided with a sharp chamfer.
As shown in fig. 8, the position of the side adjustable support structure 6 on the bottom form 4 is adjustable, and the side adjustable support structure 6 corresponding to the same side form 3 can be moved inwards or outwards (i.e. towards or away from the other side form 3) at the same time, so that the side forms 3 are moved inwards or outwards while the bottom side form 2 is kept stationary, thereby realizing the adjustment of the form width.
As shown in fig. 9, for one of the side sideforms 3, the amount of in-plane rotation of the side sideform 3 can be adjusted by adjusting the amount of movement of the support structure 6 inwardly or outwardly by supporting each side thereof.
As shown in fig. 10, the position of the bottom side adjustable support structure 7 on the bottom form 4 is adjustable, and the bottom side adjustable support structure 7 corresponding to the same bottom side form 2 can be moved inwards or outwards (i.e. towards or away from the other bottom side form 2) at the same time, so that the bottom side form 2 moves inwards or outwards, while the side forms 3 remain stationary, thereby realizing the height adjustment of the form.
As shown in fig. 11 and 12, the thickness of the formwork is adjusted by different concrete casting depths, and the surface of the concrete 12 is scraped by the horizontal scraper 11. Fig. 11 and 12 respectively illustrate the scraping effect of the pipe pieces with different thicknesses, wherein the thickness of the pipe piece in fig. 11 is smaller than the height of the side formwork, and the thickness of the pipe piece in fig. 12 is equal to the height of the side formwork.
As shown in fig. 13, by adjusting the connection position of the supporting body 62 and the connecting member 61, the supporting body 62 can make the side mold 3 rotate around the hinge 63, so as to adjust the side angle of the tower segment. Fig. 12 illustrates a side angle adjusting effect of the side die 3.
Optionally, the form 1 further includes a base 5 for fixing the bottom form 4. The base 5 can be a concrete hardening base, the bottom template 4 is a steel plate, and the concrete precast slab is formed by embedding the steel plate in the base 5. The concrete hardening base can provide enough rigidity for the concrete precast slab.
And a waterproof structure is arranged between the side edge side die 3 and the bottom edge side die 2 and between the bottom template 4, as shown in fig. 6, the waterproof structure is a plastic waterproof backing plate 8, as shown in fig. 7, and the waterproof structure can also be waterproof glue 9. Before the segment is manufactured by pouring concrete, the waterproof structure is arranged to prevent slurry leakage between the side edge side die 3 and the bottom edge side die 2 and between the bottom templates 4 when the concrete is poured.
Based on the same inventive concept, the invention also provides a manufacturing method of the tower tube piece, which is realized by adopting the adjustable polygonal mixed tower tube template, and as shown in fig. 14, the manufacturing method comprises the following steps:
and S1, manufacturing a base and fixing the bottom template.
As shown in fig. 15, the base 5 is a concrete hardened base, in which an embedded steel plate is used as the bottom form 4, and after the construction is completed, the surface of the bottom form 4 is cleaned and coated with a release agent.
And S2, adopting an adjustable supporting structure to install each side template on the bottom template, and adjusting the width, the in-plane angle, the height and the side angle.
Specifically, the width, the in-plane angle, the height, the thickness and the side angle of the template can be adjusted as shown in fig. 8 to 13.
And S3, installing a reinforcing mesh, and pouring concrete to obtain the segment with the preset thickness.
As shown in fig. 16, a steel mesh 20 is installed in the space enclosed by the side edge side mold 3 and the bottom edge side mold 2, the effect of concrete pouring is as shown in fig. 17, and a horizontal scraping rule is used for scraping in the pouring process until the required thickness is poured.
In addition, before step S3, waterproof structures may be further disposed between the bottom form and the side forms, and between adjacent side forms, specifically, as shown in fig. 6 and 7, a waterproof plastic backing plate 8 or a waterproof adhesive 9 is installed.
In conclusion, the adjustable polygonal mixed tower barrel template provided by the invention can realize the adjustability of the height, the width, the thickness and the angle of the duct piece, reduce the cost of the mixed tower template, and reduce the early investment threshold of the prefabricated mixed tower, and the template has strong adaptability, is convenient to assemble and transport, adopts flat die pouring, and has good pouring quality.
While the present invention has been described in detail with reference to the preferred embodiments, it should be understood that the above description should not be taken as limiting the invention. Various modifications and alterations to this invention will become apparent to those skilled in the art upon reading the foregoing description. Accordingly, the scope of the invention should be determined from the following claims.
Claims (13)
1. The utility model provides a tower bobbin template is mixed to adjustable polygon which characterized in that includes:
a bottom template;
the four side templates form a quadrilateral space;
the four side templates are fixed on the bottom template and provide lateral support;
the position of at least one adjustable supporting structure on the bottom template is adjustable so as to adjust the position of the side template on the bottom template;
at least one of the adjustable support structures is also used to adjust the angle of inclination of the side forms relative to the base form.
2. The adjustable polygonal tower barrel formwork of claim 1, wherein the four side formworks comprise two side formworks which are oppositely arranged and two bottom side formworks which are oppositely arranged;
adjustable bearing structure includes the adjustable bearing structure in a plurality of side and the adjustable bearing structure in a plurality of base, and the adjustable bearing structure in a plurality of side is with two the side form is fixed on the die block board and provide the side direction and support, and the adjustable bearing structure in a plurality of base is with two the base side form is fixed on the die block board and provide the side direction and support.
3. The adjustable polygonal tower barrel formwork of claim 1, wherein the adjustable supporting structure comprises a connecting member and a supporting member, the connecting member is movably connected with the bottom formwork, the bottom of the side formwork is hinged with the end of the connecting member, one end of the supporting member is connected with the side formwork, and the other end of the supporting member is movably connected with the connecting member.
4. The adjustable polygonal tower barrel formwork of claim 3, wherein the connecting member comprises a bottom connecting plate, the bottom connecting plate is provided with a first slotted hole, and the bottom connecting plate is connected with the bottom formwork through the first slotted hole by a bolt.
5. The adjustable polygonal tower barrel formwork of claim 3, wherein the connecting member comprises a guide rail, the guide rail is provided with a second slotted hole, and the guide rail is connected with the supporting body through the second slotted hole by a bolt.
6. The adjustable polygonal tower mixing drum template of claim 5, wherein the second slotted hole is arranged in a horizontal direction.
7. The adjustable polygonal tower mixing barrel formwork of claim 1, wherein the end of the edge formwork in contact with the adjustable support structure is provided with a tip chamfer around which the edge formwork can rotate to change the angle of inclination of the edge formwork relative to the bottom formwork.
8. The adjustable polygonal tower drum template of claim 1, wherein the edge template comprises flaps in an inverted L-shape.
9. The adjustable polygonal tower drum template of claim 8, wherein the side template further comprises stiffening ribs fixedly connected to the flaps.
10. The adjustable polygonal tower barrel formwork of claim 1, wherein the base is a concrete hardened base, and the bottom formwork is a steel plate and is embedded in the base.
11. The adjustable polygonal tower-mixing tower barrel formwork of claim 1, wherein waterproof structures are arranged between the bottom formwork and the side formworks and between adjacent side formworks.
12. A method for manufacturing a tower tube sheet, which is implemented by using the adjustable polygonal mixed tower tube template as claimed in any one of claims 1 to 11, and comprises the following steps:
s1, manufacturing a base and fixing a bottom template;
s2, mounting each side template on the bottom template by adopting an adjustable support structure, and adjusting the width, the in-plane angle, the height and the side angle;
and S3, installing a reinforcing mesh, and pouring concrete to obtain the segment with the preset thickness.
13. The tower segment manufacturing method of claim 12, further comprising, before step S3:
and waterproof structures are arranged between the bottom template and the side templates and between the adjacent side templates.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115991585A (en) * | 2023-02-23 | 2023-04-21 | 深圳国金电力新能设计院有限公司 | A wind power tower tube piece without steel cage and preparation method thereof |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1080911A (en) * | 1996-09-10 | 1998-03-31 | Maruesu Tekko Kk | Concrete product molding device |
| US20030155683A1 (en) * | 2000-06-16 | 2003-08-21 | Pietrobon Dino Lino | Method and arrangement for forming construction panels and structures |
| CN203818293U (en) * | 2014-05-15 | 2014-09-10 | 中国葛洲坝集团股份有限公司 | High-precision prefabricated concrete formwork device without stays |
| CN106003386A (en) * | 2016-07-29 | 2016-10-12 | 中民筑友科技投资有限公司 | Combined die |
| CN108167125A (en) * | 2017-12-20 | 2018-06-15 | 新疆金风科技股份有限公司 | Connecting elements, concrete tower fragment and mold, tower and preparation method thereof |
| CN109109137A (en) * | 2018-06-06 | 2019-01-01 | 北京天杉高科风电科技有限责任公司 | A kind of blower fan pylon mold and preparation method thereof |
| CN208343117U (en) * | 2018-06-08 | 2019-01-08 | 中建科技湖南有限公司 | A kind of angle adjustable prefabricated components side form |
| CN110394884A (en) * | 2019-08-20 | 2019-11-01 | 湘潭远大住宅工业有限公司 | A kind of prefabricated post adjustable mold and prefabricated column production method |
| CN110953125A (en) * | 2019-12-17 | 2020-04-03 | 湘电风能有限公司 | Prefabricated polygonal prestressed concrete tower cylinder and manufacturing mold of cylinder sections thereof |
| CN212843586U (en) * | 2020-08-12 | 2021-03-30 | 中交武汉港湾工程设计研究院有限公司 | Automatic template positioning system of large-inclination-angle main tower integrated tower building device |
| CN112936568A (en) * | 2019-11-26 | 2021-06-11 | 金科新能源有限公司 | Pouring mold for prefabricated tower barrel |
-
2021
- 2021-11-16 CN CN202111357007.5A patent/CN114012866B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1080911A (en) * | 1996-09-10 | 1998-03-31 | Maruesu Tekko Kk | Concrete product molding device |
| US20030155683A1 (en) * | 2000-06-16 | 2003-08-21 | Pietrobon Dino Lino | Method and arrangement for forming construction panels and structures |
| CN203818293U (en) * | 2014-05-15 | 2014-09-10 | 中国葛洲坝集团股份有限公司 | High-precision prefabricated concrete formwork device without stays |
| CN106003386A (en) * | 2016-07-29 | 2016-10-12 | 中民筑友科技投资有限公司 | Combined die |
| CN108167125A (en) * | 2017-12-20 | 2018-06-15 | 新疆金风科技股份有限公司 | Connecting elements, concrete tower fragment and mold, tower and preparation method thereof |
| CN109109137A (en) * | 2018-06-06 | 2019-01-01 | 北京天杉高科风电科技有限责任公司 | A kind of blower fan pylon mold and preparation method thereof |
| CN208343117U (en) * | 2018-06-08 | 2019-01-08 | 中建科技湖南有限公司 | A kind of angle adjustable prefabricated components side form |
| CN110394884A (en) * | 2019-08-20 | 2019-11-01 | 湘潭远大住宅工业有限公司 | A kind of prefabricated post adjustable mold and prefabricated column production method |
| CN112936568A (en) * | 2019-11-26 | 2021-06-11 | 金科新能源有限公司 | Pouring mold for prefabricated tower barrel |
| CN110953125A (en) * | 2019-12-17 | 2020-04-03 | 湘电风能有限公司 | Prefabricated polygonal prestressed concrete tower cylinder and manufacturing mold of cylinder sections thereof |
| CN212843586U (en) * | 2020-08-12 | 2021-03-30 | 中交武汉港湾工程设计研究院有限公司 | Automatic template positioning system of large-inclination-angle main tower integrated tower building device |
Non-Patent Citations (2)
| Title |
|---|
| 杜银星等著: "《锥形塔筒模具结构制造工艺探讨》", 《中国高新技术企业》 * |
| 金海军等著: "《预制预应力混凝土风力发电塔筒生产工艺及质量控制》", 《建筑技术》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115991585A (en) * | 2023-02-23 | 2023-04-21 | 深圳国金电力新能设计院有限公司 | A wind power tower tube piece without steel cage and preparation method thereof |
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|---|---|
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