CN117738524A - Wind power mixing tower construction aluminum mould - Google Patents
Wind power mixing tower construction aluminum mould Download PDFInfo
- Publication number
- CN117738524A CN117738524A CN202410103690.7A CN202410103690A CN117738524A CN 117738524 A CN117738524 A CN 117738524A CN 202410103690 A CN202410103690 A CN 202410103690A CN 117738524 A CN117738524 A CN 117738524A
- Authority
- CN
- China
- Prior art keywords
- die
- mold
- modules
- outer die
- module
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 49
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 30
- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 30
- 230000007246 mechanism Effects 0.000 claims abstract description 37
- 238000007789 sealing Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 238000002955 isolation Methods 0.000 claims description 12
- 239000010410 layer Substances 0.000 claims description 9
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 239000002356 single layer Substances 0.000 claims description 3
- 239000004411 aluminium Substances 0.000 claims description 2
- 230000005611 electricity Effects 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000010248 power generation Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention provides an aluminum mould for wind power mixing tower construction, which solves the problems of high cost and low efficiency in building a wind power mixing tower in the prior art. The wind power mixing tower construction aluminum die comprises an outer die, wherein the whole outer die is round, the outer die is formed by sequentially splicing a plurality of outer die modules, the outer die modules extend along the vertical direction, and two adjacent outer die modules are detachably connected; the internal mold is circular in whole, is formed by sequentially splicing a plurality of internal mold modules, extends along the vertical direction, and is detachably connected between two adjacent internal mold modules; the outer die and the inner die are concentric, and an annular concrete pouring area is formed between the outer die and the inner die; the base is positioned at the bottom of the concrete pouring area and is in sealing contact with the outer die and the inner die; the back edge mechanism is hooped outside the outer die and inside the inner die; the internal mold supporting mechanism is arranged inside the internal mold. The wind power mixing tower construction aluminum die is simple in structure and convenient to use, can reduce production cost, improves production efficiency, and has good practicability.
Description
Technical Field
The invention relates to the technical field of wind power, in particular to an aluminum mould for wind power mixed tower construction.
Background
With the gradual consumption of global energy, wind power is an unprecedented rapid development of renewable energy power generation technology, in the current wind power generation equipment, a mixed tower is the most common construction structure, the lower part of the mixed tower takes concrete as a main body structure, the upper part of the mixed tower is a steel tower section, the reliability of the whole structure is strong, and the construction cost is low. When the concrete structure at the lower part is manufactured, pouring is performed by utilizing the steel forms, and as the radius of the concrete at the bottom of the mixing tower is large (more than 3 meters), the radius of the steel forms used by the concrete pouring is more than 3 meters, and for this purpose, the four arc-shaped steel forms are usually required to be assembled for pouring the concrete mixing tower bottom seat, and then the steel forms are detached after pouring is finished, so that the defects of the mode in the actual construction process are shown one by one: firstly, the radius of the steel template is large, and the steel template can be transported only by special vehicles, so that the transportation cost is high; secondly, the steel template has large weight and large arc length span, and deformation is easily caused by jolt of a vehicle in the transportation process, so that the steel template cannot be reused; thirdly, the installation speed is low, 7-8 workers are usually required to consume 3-4 days when the steel template is assembled once, and the construction efficiency is seriously reduced; fourth, steel forms can not be recycled when being unable to be reused, which causes more industrial garbage and is not beneficial to environmental protection. Therefore, a wind power mixing tower construction aluminum die with simple structure, convenient use and low construction cost is needed at present.
Disclosure of Invention
The invention provides an aluminum mould for wind power mixing tower construction, which solves the problems of high cost and low efficiency in building a wind power mixing tower in the prior art.
The technical scheme of the invention is realized as follows: wind-powered electricity generation mixes tower construction aluminium mould includes:
the outer die is round as a whole, and is formed by sequentially splicing a plurality of outer die modules, wherein each outer die module extends along the vertical direction, and two adjacent outer die modules are detachably connected;
the internal mold is round as a whole, is formed by sequentially splicing a plurality of internal mold modules, extends along the vertical direction, and is detachably connected between two adjacent internal mold modules;
the outer die and the inner die are concentric, and an annular concrete pouring area is defined between the outer die and the inner die;
the base is positioned at the bottom of the concrete pouring area and is in sealing contact with the outer die and the inner die;
the back edge mechanism is hooped outside the outer die and inside the inner die;
the internal mold supporting mechanism is arranged inside the internal mold.
As a preferred implementation mode, the outer die module and the inner die module both comprise integrally formed arc-shaped sections and two planar connecting sections, the two connecting sections are symmetrically arranged at the outer side edges of the arc-shaped sections, and the centers of the outer die and the inner die are positioned in the plane where the connecting sections are positioned;
the connecting section is provided with a plurality of connecting holes which are arranged up and down, and detachable connection is realized between two adjacent outer mold modules and between two adjacent inner mold modules through a plurality of connecting pieces which are arranged in the connecting holes.
As a preferred embodiment, the connector comprises
The pin shaft penetrates through the connecting holes of the two adjacent connecting sections, an anti-falling pin piece vertically penetrates through the pin shaft, and is wide in upper part and narrow in lower part and is attached to the side wall of one connecting section;
the connecting piece is vertically fixed with the pin shaft into a whole, and is attached to the side wall of the other connecting section;
the limiting piece is vertically fixed on the side wall of the connecting piece, the limiting piece is attached to the outer walls of the two connecting sections, the horizontal distance from the pin shaft to the limiting piece is consistent with the horizontal distance from the connecting hole to the outer wall of the connecting section, and the height of the limiting piece is lower than that of the pin shaft;
the fastening pin piece vertically penetrates through the outer end of the connecting piece, and is wide in upper part and narrow in lower part;
the back edge mechanism is supported on the connecting sheet and is attached to the fastening pin sheet.
As a preferred implementation mode, the top of the outer die module is provided with an outer top plate which is fixed with the outer top plate into a whole, the top of the inner die module is provided with an inner top plate which is fixed with the inner top plate into a whole, and a plurality of bolt holes which are arranged circumferentially are formed in the outer top plate and the inner top plate;
the outer top plate and the inner top plate are detachably connected with a plurality of adjusting plates through the bolt holes, a sleeve is arranged between the two opposite adjusting plates, adjusting screw rods which extend into the sleeve and are in threaded fit with the sleeve are also hinged to the two adjusting plates respectively, and the rotating directions of the two adjusting screw rods are opposite;
the extension line of the sleeve passes through the center of the outer die.
As a preferred embodiment, the bottom of the outer mold module is provided with an outer bottom plate which is fixed with the outer mold module into a whole, and the bottom of the inner mold module is provided with an inner bottom plate which is fixed with the inner mold module into a whole;
the outer side of the base is provided with an outer die supporting tray which is arranged in a split mode, the inner side of the base is provided with an inner die supporting tray which is arranged integrally with the base, and the outer bottom plate and the inner bottom plate are respectively attached to the outer die supporting tray and the inner die supporting tray and are detachably connected through bolts;
the novel die is characterized in that a plurality of fixed screw rods are further arranged in the circumferential direction of the base, the fixed screw rods sequentially penetrate through the outer die, the base and the inner die, nuts are sleeved at two ends of the fixed screw rods, and an extension line of the fixed screw rods passes through the center of the base.
As a preferable implementation mode, the base is formed by detachably connecting four arc sections with the central angle of 90 degrees, two isolation steel plates are symmetrically embedded in the concrete pouring area, the plane where the isolation steel plates are positioned passes through the center of the outer die, and the two isolation steel plates equally divide the concrete pouring area;
the outer side of the outer die is also provided with a guide rail, and the extending direction of the guide rail is vertical to the plane where the isolation steel plate is positioned;
the bottom of the outer die bearing tray is also provided with rollers and a lifter, and the rollers slide on the guide rails.
As a preferred implementation mode, the back edge mechanism consists of a plurality of sections of arc back edge plates, the back edge plates are of a single-layer structure or a double-layer structure, connecting plates are fixed at two ends of each back edge plate, and the adjacent back edge plates are detachably connected through bolts penetrating through the connecting plates.
As a preferred implementation manner, at least one easy-to-detach module group is embedded in the internal mold module, and the internal mold module and the easy-to-detach module group are spliced together to form an internal mold;
the easy-to-detach module group is of an axisymmetric structure, and the symmetry axis of the easy-to-detach module group passes through the center of the inner die;
the easy-to-detach module group comprises three easy-to-detach modules which are connected in a spliced mode, and the splicing surface between two adjacent easy-to-detach modules does not pass through the center of the inner die.
As a preferred implementation mode, two vertical outer back edges are symmetrically arranged outside the outer die, and the connecting line of the two vertical outer back edges is perpendicular to the connecting line of the two isolation steel plates;
the bottom of the vertical outer back edge is provided with a moving platform connected with the outer die bearing tray, the moving platform can move along the direction of the guide rail, an inclined strut with adjustable length is arranged between the moving platform and the upper end of the vertical outer back edge, and the inclined strut props the vertical outer back edge against the back edge mechanism.
As a preferred implementation mode, the internal mold supporting mechanism comprises a supporting column vertically fixed at the central position of the internal mold, a plurality of layers of transverse supporting rods which are uniformly distributed in the circumferential direction are arranged on the supporting column, and the length of each transverse supporting rod is adjustable;
the tail end of the transverse supporting rod is connected with a plurality of vertical inner back edges uniformly distributed in the circumferential direction, and the transverse supporting rod props the vertical inner back edges against the back edge mechanism;
the inner die is internally provided with a construction platform positioned above the transverse supporting rods, the construction platform is honeycomb-shaped, and an openable passage is reserved on the construction platform.
After the technical scheme is adopted, the invention has the beneficial effects that: the wind power mixing tower construction aluminum mould is manufactured by firstly selecting the aluminum material, the weight of the aluminum material is far lower than that of a steel mould plate in the prior art, the outer mould and the inner mould are formed by sequentially splicing a plurality of outer mould modules and inner mould modules, the number of each module can be selected according to the needs, and the weight of each module is generally more than 50, so that the aluminum mould can be further lightened, and the aluminum mould can be installed and disassembled with extremely high efficiency and simultaneously lightens the labor intensity of workers during specific construction. On the other hand, because the concrete section of the mixing tower has a larger diameter (usually about 7 m), after the modules forming the mixing tower are divided into dozens of modules, the arc length of each module is very small, so that the modules are not easy to deform in the transportation process, and for the mixing tower produced by the same manufacturer, the outer diameter of the concrete section is usually unchanged, and only a few millimeters of change exist in the thickness of the concrete section, so that the outer mold can be recycled infinitely for the same manufacturer, and only the radial dimension of the inner mold is required to be changed, at the moment, most of the inner mold modules can be recycled infinitely, and for the concrete sections with different thicknesses, only corresponding modules are added or reduced on the inner mold, the modules can be identical to the inner mold modules in specification, and the changed inner mold modules have negligible dimensional change relative to the concrete section with larger radial dimension. In summary, for concrete segments of different specifications, the outer mold modules forming the outer mold and the inner mold modules forming the inner mold can be used in common, which greatly reduces the production cost of enterprises. Simultaneously, the outer die and the inner die made of aluminum materials can be recycled at any time, and industrial garbage can not be generated.
Drawings
In order to more clearly illustrate the embodiments of the invention or the technical solutions of the prior art, the drawings which are used in the description of the embodiments or the prior art will be briefly described, it being obvious that the drawings in the description below are only some embodiments of the invention, and that other drawings can be obtained according to these drawings without inventive faculty for a person skilled in the art.
FIG. 1 is a schematic view of a concrete section of a mixing tower;
FIG. 2 is a schematic cross-sectional view of an embodiment of the present invention;
FIG. 3 is an enlarged view of a portion of FIG. 2 at A;
FIG. 4 is a partial enlarged view at B in FIG. 2;
FIG. 5 is a schematic top view of the overall structure of the embodiment;
FIG. 6 is a schematic view of the structure of the base in this embodiment;
FIG. 7 is a schematic view of the structure of the base and a single outer mold module;
FIG. 8 is an end view of a base;
FIG. 9 is a schematic cross-sectional view of the base, outer mold, inner mold of FIG. 8;
FIG. 10 is a schematic cross-sectional view of another base, outer mold, inner mold;
FIG. 11 is a view showing a state of use of the base;
FIG. 12 is a schematic view of the embodiment with the outer mold removed;
FIG. 13 is an enlarged view of a portion of FIG. 12 at C;
FIG. 14 is a schematic top view of an adjustment plate;
FIG. 15 is a schematic side view of an adjustment plate;
FIG. 16 is a schematic view of the structure of a single outer mold module, an inner mold module;
FIG. 17 is a schematic cross-sectional view of a removable module set;
FIG. 18 is a partial perspective view of an inner mold;
FIG. 19 is a partial top view of the inner mold;
FIG. 20 is a schematic front view of a connector;
FIG. 21 is a schematic top view of a connector;
FIG. 22 is a schematic perspective view of a connector;
FIG. 23 is a schematic view of the use of the connector;
FIG. 24 is a schematic view of a back corrugated board;
FIG. 25 is a schematic view of another back gusset;
FIG. 26 is a schematic view of the structure of the inner mold support mechanism;
in the figure: 1-an outer mold; 2-an outer mold module; 3-internal mold; 4-a concrete pouring area; 5-a base; 6-an internal mold supporting mechanism; 7-a back ridge mechanism; 8-arc-shaped sections; 9-connecting sections; 10-connecting holes; 11-a connector; 12-pin shafts; 13-anti-slip pin sheets; 14-connecting sheets; 15-limiting sheets; 16-fastening pin pieces; 17-an outer top plate; 18-an inner roof panel; 19-bolt holes; 20-adjusting plates; 21-a sleeve; 22-adjusting a screw rod; 23-an outer bottom plate; 24-an inner bottom plate; 25-an inner mold receiving tray; 26-fixing a screw rod; 27-a nut; 28-isolating steel plates; 29-a guide rail; 30-an internal mold module; 31-back corrugated board; 32-connecting plates; 33-an easy-to-disassemble module group; 34-vertical external back edges; 35-a mobile platform; 36-diagonal bracing; 37-supporting columns; 38-a transverse support bar; 39-vertical inner back ridge; 40-jack; 41-a construction platform; 42-passing port; 43-concrete section; 44-an electric motor; 45-workers; 46-climbing a ladder; 47-a first base; 48-a second base; 49-a third base; 50-fourth base; 51-an outer die receiving tray; 52-rolling wheels; 53-a first splicing surface; 54-second splicing surface.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Examples:
as shown in fig. 1, the concrete section of the mixing tower in the prior art is a schematic diagram, the whole concrete section is cylindrical, the concrete section is located at the bottom of the wind driven generator during installation, the radial dimension is about 7m, the radial dimension and the vertical dimension are consistent, and the concrete section cannot be formed at one time due to the fact that the height of the concrete section is large, the concrete section is formed by stacking multiple layers, each layer comprises two semicircular concrete sections 43, the two concrete sections 43 encircle to form a circle, and the butt joint surfaces between the upper layer and the lower layer are arranged in a staggered manner, so that the stress born by each concrete section 43 is dispersed, and the stress is uniform. The concrete sections with the same vertical dimension belong to straight line sections of wind power mixing towers, in the wind power mixing towers, the situation that the vertical dimension difference is very small, namely, the inclined line sections of the wind power mixing towers are of a conical structure, but the radius difference between the upper part and the lower part is very small, the radius difference between the upper part and the lower part is only about a few centimeters, the dimension difference is very small for the concrete sections with the radial dimension of about 7m, the fine adjustment on the dimension of the module of the wind power mixing tower is only needed during production, and generally, a machine tool is adopted to perform milling operation on the related module frame so as to manufacture the radial difference between the upper part and the lower part of the module.
The aluminum mould for wind power mixed tower construction in the embodiment is used for producing the concrete section 43 in fig. 1, and in order to facilitate construction and improve construction efficiency, the aluminum mould is usually arranged beside site selection of a wind driven generator, and after the concrete section 43 is produced, the concrete section is directly transported to a selected position for construction. And another important advantage of this embodiment is that the equipment, dismantle very conveniently, after the construction of one place finishes, can transfer to next construction place immediately after dismantling rapidly, can not take place deformation in the transfer process, and overall structure adopts the aluminum product to make moreover, and weight is lighter, has alleviateed workman's intensity of labour greatly, has also improved the efficiency of dismantling, equipment, but recycle after abandoning does not use, can not produce industrial waste. The specific structure of this embodiment is described in detail below.
As shown in fig. 2, a schematic cross-sectional view of the whole embodiment mainly includes the following parts: the concrete pouring device comprises an outer die 1, an inner die 3, a base 5, a back edge mechanism 7, an inner die supporting mechanism 6 and a construction platform 41, wherein the outer die 1 and the inner die 3 are of two circular structures which are concentrically arranged, a space formed between the two circular structures is an annular concrete pouring area 4, and the base 5 is arranged at the bottom of the concrete pouring area 4 and is in sealing contact with the outer die 1 and the inner die 3 to jointly form the concrete pouring area 4. In this way, during construction, after the outer mold 1, the inner mold 3 and the base 5 are installed and fixed in place, concrete is poured into the concrete pouring area 4, the outer mold 1 is removed after the concrete is shaped, and the shaped concrete segment 43 stays on the base 5, so that the concrete segment 43 required in fig. 1 can be obtained. The back edge mechanism 7 comprises two parts, wherein one part is a hoop which is arranged outside the outer mold 1 and is used for fastening the outer mold 1 to prevent the outer mold from swelling outwards due to the pressure of concrete, the other part is a hoop which is arranged inside the inner mold 3 and is used for fastening the inner mold 3 to prevent the inner mold from being sunken inwards due to the pressure of the concrete, and the back edge mechanism 7 of the two parts is basically consistent in structure. The inner mold supporting mechanism 6 is arranged in the inner mold 3 and is used for supporting the back ridge mechanism 7 of the inner mold 3 and simultaneously can provide a foundation for the construction of the construction platform 41. In addition, this embodiment includes other affiliates, as will be described in greater detail below. After the whole construction is completed, the whole structure thereof is as shown in fig. 5, and a worker 45 climbs to the top by a ladder stand 46 and performs an operation on the construction platform 41.
For a single manufacturer, the concrete segments 43 produced by the single manufacturer are usually the same specification, here, the concrete segments 43 with the outer diameter of 6980mm and the wall thickness of 320mm are taken as an example, because the radial dimension of the concrete segments reaches 7m, the radial dimension of the whole outer mold 1 and the inner mold 3 is very large, the embodiment equally divides the whole outer mold 1 into 56 outer mold modules 2 with the same structure, the inner mold 3 is equally divided into 50 inner mold modules 30 with the same structure, and the outer mold modules 2 and the inner mold modules 30 are all made of aluminum materials, so that the outer mold 1 with the larger volume and the larger weight and the inner mold 3 are divided into single modules with the smaller volume and the smaller weight, and the assembly, the disassembly and the transportation processes are very convenient. In addition, during production, the inner die 3 does not need to be disassembled and assembled after being fixed, and can be recycled only by disassembling the outer die 1, so that the cost is greatly reduced, and the efficiency is improved. Fig. 16 is a schematic cross-sectional view of a single outer mold module 2 and a single inner mold module 30, which are basically similar in structure, and each comprises an arc-shaped section 8 and two connecting sections 9 on both sides, wherein only the two connecting sections 9 of the outer mold module 2 face outward, and the two connecting sections 9 of the inner mold module 30 face inward, so that the central angle corresponding to the arc-shaped section 8 on the single outer mold module 2 is 360 ° divided by the number of the outer mold modules 2, and the central angle corresponding to the arc-shaped section 8 on the inner mold module 30 is 360 ° divided by the number of the inner mold modules 30, and in addition, the planes where all the connecting sections 9 are located pass through the centers of the outer mold 1 and the inner mold 3.
As shown in fig. 2, 3, 4 and 16 together, the space between the outer mold module 2 and the inner mold module 30 is the concrete pouring area 4, the connecting sections 9 between the adjacent two outer mold modules 2 are closely attached together, and the detachable connection is realized through the connecting piece 11, and the same is true between the adjacent two inner mold modules 30. As for the structure of the connecting piece 11, as shown in fig. 20, 21, 22 and 23, the outer mold 2 is taken as an example here, the inner mold 30 has a similar structure, and a plurality of connecting holes 10 are formed in the connecting section 9, and when two outer mold 2 are attached together, the connecting holes 10 in the connecting section 9 are aligned exactly, and of course, the number of the connecting pieces 11 in the same pair of connecting sections 9 can be set as required, and generally three connecting pieces can be set at the uppermost end, the middle end and the lowermost end. The connecting piece 11 firstly comprises a pin shaft 12, the pin shaft 12 penetrates into the connecting holes 10 of the two connecting sections 9, a vertical anti-falling pin piece 13 penetrates through the pin shaft 12, the anti-falling pin piece 13 is wide at the upper part and narrow at the lower part, one side edge of the anti-falling pin piece 13 is attached to one side face of the connecting section 9, a connecting piece 14 perpendicular to the pin shaft 12 is fixed on the pin shaft 12, the connecting piece 14 is located on the other side face opposite to the anti-falling pin piece 13, and the connecting piece 14 is attached to the other side face of the connecting section 9, so that the pin shaft 12 cannot fall out from the connecting holes 10 under the action of the anti-falling pin piece 13 and the connecting piece 14, and when a worker knocks down the anti-falling pin piece 13, the pin shaft 12 is firmer. The connecting piece 14 is also fixedly provided with a limiting piece 15, the horizontal height of the limiting piece 15 is lower than that of the pin shaft 12, the limiting piece 15 is attached to the outer walls of the two connecting sections 9, namely, the distance from the pin shaft 12 to the limiting piece 15 is equal to the distance from the connecting hole 10 to the outer wall of the connecting section 9, through the structure, the whole pin shaft 12 and the connecting piece 14 cannot move left and right, cannot rotate in a vertical plane, and the stability of the connecting piece is ensured. The connecting piece 11 with the structure is simple in structure and convenient and quick to assemble and disassemble.
The connecting piece 11 not only plays a role in assembling the outer mold module 2 and the inner mold module 30, but also plays a role in supporting the back edge mechanism 7, as described above, the back edge mechanism 7 is a mechanism of hooping the outer mold 1 and the inner mold 3, the function is to hold the outer mold 1 from the outside or support the inner mold 3 from the inside, the overall shape of the back edge mechanism 7 is ring-shaped, in order to avoid the back edge mechanism 7 from sliding down due to self gravity, the embodiment supports the back edge mechanism 7 by using the connecting piece 14, and of course, the number of the back edge mechanisms 7 can comprise up and down multiple layers, which is selected according to specific practical situations. The components of the back edge mechanism 7 are shown in fig. 24 and 25, and are respectively back edge plates 31 with two different structures, the whole annular back edge mechanism 7 is formed by sequentially connecting a plurality of arc-shaped back edge plates 31 end to end, wherein the back edge plates 31 shown in fig. 24 are of a single-layer structure, the back edge plates 31 shown in fig. 25 are of a double-layer structure, the strength is higher, and the number and central angles of the back edge plates 31 can be selected according to requirements. Connecting plates 32 are arranged at two ends of each single back corrugated plate 31, and two adjacent back corrugated plates 31 are detachably connected through the connecting plates 32 matched with bolts. As shown in fig. 23, the back edge plate 31 just falls on the connecting piece 14, and as the back edge plate 31 has weight, the back edge plate will apply downward force to the connecting piece 14, so that the limit piece 15 is more attached to the outer wall of the connecting section 9, and the whole structure of the outer mold 1 and the inner mold 3 will be firmer. In order to avoid the back edge plate 31 from separating from the connecting sheet 14, in this embodiment, a fastening pin sheet 16 penetrating from top to bottom is further arranged on the connecting sheet 14, the fastening pin sheet 16 has a structure similar to that of the anti-drop pin sheet 13, and is also in a shape with a wide upper part and a narrow lower part, one side edge of the fastening pin sheet 16 is attached to the outer wall of the back edge plate 31, a worker only needs to strike the fastening pin sheet 16 downwards, so that the back edge plate 31 is clamped more firmly, and when the back edge plate needs to be detached, only needs to strike the anti-drop pin sheet 13 or the fastening pin sheet 16 from bottom to top.
The base 5 at the bottom is also a crucial component, as shown in fig. 6, the base 5 in this embodiment is composed of four arc structures with a central angle of 90 °, and the first base 47, the second base 48, the third base 49 and the fourth base 50 are respectively detachably connected with each other through bolts and other structures, so that the whole base 5 can be conveniently transported. The structure of the base 5 is shown in fig. 8, 9, 10, 11, wherein fig. 9 and 10 show the structure of two different bases 5. The upper surface of the base 5 is the lower surface of the concrete section 43, the outside of the base 5 is provided with an outer die receiving tray 51 which is arranged separately from the base, the inside is provided with an inner die receiving tray 25 which extends horizontally inwards and is arranged integrally with the base, and the main functions of the outer die receiving tray 51 and the inner die receiving tray 25 are to be matched with the outer die 1 and the inner die 3. For this purpose, an outer bottom plate 23 is disposed on the bottom surface of each outer mold module 2, an inner bottom plate 24 is disposed on the bottom surface of each inner mold module 30, the outer bottom plate 23 falls on the outer mold receiving tray 51 and is attached to the outer mold receiving tray, the inner bottom plate 24 falls on the inner mold receiving tray 25 and is attached to the inner mold receiving tray, and detachable connection is achieved by means of bolts and the like. When the outer mold 1 is disassembled, the base 5 is fixed, and the outer mold receiving tray 51 and the outer bottom plate 23 drive the whole outer mold 1 to be split into two parts, so that the mold is disassembled. Of course, as shown in fig. 10, after the assembly is completed, the outer mold 1, the inner mold 3 and the base 5 need to be in sealing contact, so as to enclose a closed concrete pouring area 4, and leakage is avoided when concrete is poured.
In order to further ensure the stability of the whole equipment base, as shown in fig. 9 and 10, this embodiment further provides a plurality of fixing screws 26 in the circumferential direction, each fixing screw 26 penetrates through the outer mold 1, the base 5 and the inner mold 3, the extension line of the fixing screw 26 passes through the center of the outer mold 1, nuts 27 are provided at both ends of the fixing screw 26, and assembly and disassembly can be achieved by screwing the nuts 27.
The base shown in fig. 9 and the base shown in fig. 10 are different in that whether the roller 52 is mounted at the lower part of the outer die receiving tray 51 or not, and taking the example of adding the roller 52 shown in fig. 10 and fig. 11 as an example, the structure is matched with the guide rail 29 which is arranged in advance, so that the die removing of the outer die 1 can be conveniently and rapidly realized, the production efficiency is improved, and when the die is removed, the outer die receiving tray 51 drives the outer die 1 to move outwards, and the base 5 is not moved. Since the entire outer die 1 needs to be divided into two, the number of outer die receiving trays 51 is also two. As shown in fig. 5, 6 and 7, the guide rails 29 are provided on both sides of the outer die 1, one side of the guide rails 29 is provided for moving one of the outer die receiving trays 51, and the other side of the guide rails 29 is provided for moving the other outer die receiving tray 51. The power of the movement of the outer die is from a motor 44, the whole outer die 1 can be divided into two parts in the arrow direction shown in fig. 5 under the drive of the motor 44, so that the outer die 1 can be disassembled, and a plurality of traction ropes can be arranged along the direction of the guide rail 29 to uniformly stress the whole outer die 1. A lifter 40 is provided below the overmold receiving tray 51, and the height thereof can be adjusted when necessary.
As shown in fig. 2, 3 and 4, in order to further improve the firmness of the whole device, in this embodiment, two vertical outer back ribs 34 are further arranged on the outer ring of the outer mold 1, the two vertical outer back ribs 34 are symmetrically arranged, and a plurality of vertical inner back ribs 39 uniformly distributed in the circumferential direction are arranged on the inner ring of the inner mold 3. The bottom ends of the vertical outer back edges 34 are respectively provided with a moving platform 35 connected with the outer die receiving tray 51, the moving platform 35 can drive the outer die receiving tray 51 to move along the direction of the guide rail 29, the moving platform 35 is provided with an inclined strut 36, the top ends of the inclined struts 36 are connected to the top ends of the vertical outer back edges 34, and the vertical outer back edges 34 can be firmly pressed on the back edge plates 31 by adjusting the lengths of the inclined struts 36, so that the vertical outer back edges are firmer. Likewise, for the vertical inner back ridge 39 inside the inner mold 3, it is fixed by the inner mold support mechanism 6 inside. As shown in fig. 26, the inner mold supporting mechanism 6 has a simpler structure, and comprises a vertical supporting column 37, wherein the supporting column 37 is positioned at the center of the outer mold 1 and the inner mold 3, a plurality of layers of transverse supporting rods 38 are arranged on the supporting column 37, each layer of transverse supporting rods 38 is provided with a plurality of circumferentially arranged transverse supporting rods, the length of each transverse supporting rod 38 is adjustable, the vertical inner back ridge 39 is arranged at the end part of each transverse supporting rod 38, and the vertical inner back ridge 39 is firmly propped against the inner back ridge plate 31 by adjusting the length of each transverse supporting rod 38.
In order to ensure the stability of the outer mould 1 and the inner mould 3 when casting concrete, this embodiment is also provided with corresponding fastening structures in the upper part, as shown in fig. 3, 13, 14 and 15, an outer top plate 17 integrally formed with the outer mould 2 is provided at the top of the outer mould 1, an inner top plate 18 integrally formed with the inner mould module 30 is provided at the top of the inner mould 3, corresponding bolt holes 19 are provided in both the outer top plate 17 and the inner top plate 18, after which fixation is achieved by the structure shown in fig. 14, 15, which can be arranged in a plurality as desired in the circumferential direction of the entire outer mould 1. The structure comprises two adjusting plates 20, a sleeve 21 is arranged between the two adjusting plates 20, each adjusting plate 20 is provided with an adjusting screw 22 which extends into the sleeve 21 and is in threaded fit with the sleeve 21, the rotation directions of the two adjusting screws 22 are opposite, the two adjusting plates 20 are fixed on the corresponding outer top plate 17 and inner top plate 18 through bolts, and the distance between the outer die 1 and the inner die 3 can be finely adjusted through screwing the sleeve 21.
For the inner mold 3, the inner mold 3 can be repeatedly used without disassembling the mold at the same working site, and when the working site needs to be replaced, the inner mold is required to be transported after disassembling the mold, and after a period of use, the inner mold 30 is tightly clamped and is not beneficial to disassembling the mold, in order to solve the problem, a group of easily disassembled module groups 33 are arranged on the inner mold 3, as shown in fig. 17, 18 and 19, the basic principle of the easily disassembled module groups 33 is to change the inclination angle of the joint surface of the easily disassembled module groups, so that the acting force is conveniently released. One or more easily detachable module groups 33 can be arranged on one inner mold 3 according to the requirement, the easily detachable module groups 33 and other inner mold modules 30 are spliced together to form the inner mold 3, and as for the structures of the upper end face and the lower end face, the easily detachable module groups 33 are consistent with the other inner mold modules 30, and the details are not repeated here. As shown in fig. 17, the easy-to-disassemble module group 33 is formed by splicing three easy-to-disassemble modules, the easy-to-disassemble module group 33 is in an axisymmetric structure, the symmetry axis passes through the center of the inner module 3, the first splicing surfaces 53 on two sides of the easy-to-disassemble module group are attached to the connecting sections 9 of the adjacent inner module 30, and the detachable connection is realized through the connecting piece 11 shown in fig. 22, and the second splicing surfaces 54 between the easy-to-disassemble modules do not pass through the center of the inner module 3.
Because the concrete pouring area 4 surrounded by the outer mold 1 and the inner mold 3 is an annular area, and the concrete section 43 to be produced is a half annular shape, as shown in fig. 3, two symmetrical isolation steel plates 28 are arranged in the concrete pouring area 4, and the planes of the two isolation steel plates 28 pass through the center of the outer mold 1, and divide the annular concrete pouring area 4 into two parts.
The construction platform 41 is installed above the inner die supporting mechanism 6, and has a honeycomb structure, and an openable and closable passage 42 is formed on the construction platform to facilitate the worker 45 to enter the interior for operation.
Typically, the concrete segments 43 produced by the same manufacturer have uniform outer diameters, e.g. 6980mm, but may have wall thicknesses of various sizes, e.g. from 240mm to 320mm, in which case the outer mould 1 of this embodiment is fully versatile, but the inner mould 3 needs to be suitably trimmed as appropriate to produce concrete segments 43 of different wall thicknesses. At this time, all the internal mold modules 30 do not need to be replaced, only one or more internal mold modules 30 need to be removed, if necessary, the internal mold modules 30 with other specifications and sizes are added to realize the fine adjustment of the radial dimension of the concrete pouring area 4, and as for the influence of the radian of the other internal mold modules 30 brought by the fine adjustment, the influence on the radian is completely negligible because the diameter of the whole internal mold 3 is larger and the arc length of the single internal mold module 30 is too small.
Finally, the operation of the present invention will be further described.
(1) Assembling all the components into the structure shown in fig. 2 and 5, and enabling workers 45 to stand on a construction platform 41 to operate, so as to fill concrete into a concrete pouring area 4;
(2) After the concrete is solidified, the back edge plate 31 of the outer ring of the outer mold 1 is disassembled, the upper adjusting plate 20 is disassembled from the outer mold 1, the fixed screw rod 26 at the bottom is disassembled, and the connecting pieces 11 at symmetrical positions on the outer mold 1 are disassembled;
(3) Starting a motor 44 to drive the outer die receiving tray 51 and the outer die module 2 to move outwards, wherein the whole outer die 1 moves in the arrow direction shown in fig. 5 to be divided into two parts, and the shaped concrete section 43 is reserved on the base 5;
(4) After the finished concrete segment 43 is taken down, the motor 44 reverses to drive the outer die receiving tray 51 and the outer die module 2 to move inwards, the whole outer die 1 is restored to the position shown in fig. 5, and all the components are fixed again for recycling.
In summary, the wind power mixing tower construction aluminum mould has a simple structure, is convenient to use, can be suitable for production of mixing tower concrete sections with various sizes, is convenient and quick to assemble, disassemble, assemble and transfer, greatly reduces labor intensity of workers, reduces production cost, improves production efficiency, and has good practicability.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the invention.
Claims (10)
1. Wind-powered electricity generation mixes tower construction aluminium mould, its characterized in that includes:
the outer die (1) is round as a whole, the outer die (1) is formed by sequentially splicing a plurality of outer die modules (2), the outer die modules (2) extend along the vertical direction, and two adjacent outer die modules (2) are detachably connected;
the internal mold (3) is round as a whole, the internal mold (3) is formed by sequentially splicing a plurality of internal mold modules (30), the internal mold modules (30) extend along the vertical direction, and two adjacent internal mold modules (30) are detachably connected;
the outer die (1) and the inner die (3) are concentric, and an annular concrete pouring area (4) is formed between the outer die and the inner die;
the base (5) is positioned at the bottom of the concrete pouring area (4) and is in sealing contact with the outer die (1) and the inner die (3);
the back edge mechanism (7) is hooped outside the outer die (1) and inside the inner die (3);
and the internal mold supporting mechanism (6) is arranged inside the internal mold (3).
2. The wind power mixing tower construction aluminum die as claimed in claim 1, wherein: the outer die module (2) and the inner die module (30) comprise an integrally formed arc-shaped section (8) and two planar connecting sections (9), the two connecting sections (9) are symmetrically arranged at the outer side of the arc-shaped section (8), and the centers of the outer die (1) and the inner die (3) are positioned in the plane where the connecting sections (9) are positioned;
a plurality of connecting holes (10) which are arranged up and down are formed in the connecting section (9), and detachable connection is realized between two adjacent outer mold modules (2) and between two adjacent inner mold modules (30) through a plurality of connecting pieces (11) which are arranged in the connecting holes (10).
3. The wind power mixing tower construction aluminum die as claimed in claim 2, wherein: the connecting piece (11) comprises
The pin shaft (12) penetrates through the connecting holes (10) of the two adjacent connecting sections (9), an anti-falling pin piece (13) vertically penetrates through the pin shaft (12), and the anti-falling pin piece (13) is wide in upper part and narrow in lower part and is attached to the side wall of one connecting section (9);
the connecting piece (14) is vertically fixed with the pin shaft (12) into a whole, and the connecting piece (14) is attached to the side wall of the other connecting section (9);
the limiting piece (15) is vertically fixed on the side wall of the connecting piece (14), the limiting piece (15) is attached to the outer walls of the two connecting sections (9), the horizontal distance from the pin shaft (12) to the limiting piece (15) is consistent with the horizontal distance from the connecting hole (10) to the outer wall of the connecting section (9), and the height of the limiting piece (15) is lower than that of the pin shaft (12);
a fastening pin piece (16) vertically penetrating through the outer end of the connecting piece (14), wherein the fastening pin piece (16) is wider at the upper part and narrower at the lower part;
the back edge mechanism (7) is supported on the connecting sheet (14) and is attached to the fastening pin sheet (16).
4. The wind power mixing tower construction aluminum die as claimed in claim 1, wherein: an outer top plate (17) which is fixed with the outer top plate into a whole is arranged at the top of the outer die module (2), an inner top plate (18) which is fixed with the inner die module (30) into a whole is arranged at the top of the inner die module, and a plurality of bolt holes (19) which are circumferentially arranged are formed in each of the outer top plate (17) and the inner top plate (18);
the outer top plate (17) and the inner top plate (18) are detachably connected with a plurality of adjusting plates (20) through bolt holes (19), a sleeve (21) is arranged between the two opposite adjusting plates (20), adjusting screw rods (22) which extend into the sleeve (21) and are in threaded fit with the sleeve (21) are hinged to the two adjusting plates (20), and the two adjusting screw rods (22) are opposite in rotation direction;
an extension line of the sleeve (21) passes through the center of the outer die (1).
5. The wind power mixing tower construction aluminum die as claimed in claim 1, wherein: the bottom of the outer mold module (2) is provided with an outer bottom plate (23) which is fixed with the outer mold module into a whole, and the bottom of the inner mold module (30) is provided with an inner bottom plate (24) which is fixed with the inner mold module into a whole;
the outer side of the base (5) is provided with an outer die supporting tray (51) which is arranged separately from the base, the inner side of the base is provided with an inner die supporting tray (25) which is arranged integrally with the base, and the outer bottom plate (23) and the inner bottom plate (24) are respectively attached to the outer die supporting tray (51) and the inner die supporting tray (25) and are detachably connected through bolts;
the novel die is characterized in that a plurality of fixing screws (26) are further arranged on the circumference direction of the base (5), the fixing screws (26) sequentially penetrate through the outer die (1), the base (5) and the inner die (3), nuts (27) are sleeved at two ends of the fixing screws (26), and an extension line of each fixing screw (26) passes through the center of the base (5).
6. The wind power mixing tower construction aluminum die as claimed in claim 5, wherein: the base (5) is formed by detachably connecting four arc sections with the central angle of 90 degrees, two isolation steel plates (28) are symmetrically embedded in the concrete pouring area (4), the plane where the isolation steel plates (28) are positioned passes through the center of the outer die (1), and the two isolation steel plates (28) divide the concrete pouring area (4) equally;
the outer side of the outer die (1) is also provided with a guide rail (29), and the extending direction of the guide rail (29) is perpendicular to the plane where the isolation steel plate (28) is positioned;
the bottom of the outer die bearing tray (51) is also provided with a roller (52) and a lifter (40), and the roller (52) slides on the guide rail (29).
7. The wind power mixing tower construction aluminum die as claimed in claim 1, wherein: the back edge mechanism (7) consists of a plurality of sections of arc back edge plates (31), the back edge plates (31) are of single-layer structures or double-layer structures, connecting plates (32) are fixed at two ends of each back edge plate (31), and adjacent back edge plates (31) are detachably connected through bolts penetrating through the connecting plates (32).
8. The wind power mixing tower construction aluminum die as claimed in claim 1, wherein: at least one easy-to-detach module group (33) is embedded in the inner mold module (30), and the inner mold module (30) and the easy-to-detach module group (33) are spliced together to form an inner mold (3);
the easy-to-detach module group (33) is of an axisymmetric structure, and the symmetry axis of the easy-to-detach module group passes through the center of the inner die (3);
the easy-to-detach module group (33) comprises three easy-to-detach modules which are connected in a spliced mode, and the splicing surface between two adjacent easy-to-detach modules does not pass through the center of the inner die (3).
9. The wind power mixing tower construction aluminum die as claimed in claim 6, wherein: two vertical outer back edges (34) are symmetrically arranged outside the outer die (1), and the connecting lines of the two vertical outer back edges (34) are perpendicular to the connecting lines of the two isolation steel plates (28);
the bottom of the vertical outer back edge (34) is provided with a moving platform (35) connected with an outer die bearing tray (51), the moving platform (35) can move along the direction of the guide rail (29), a diagonal bracing (36) with adjustable length is arranged between the moving platform (35) and the upper end of the vertical outer back edge (34), and the diagonal bracing (36) pushes the vertical outer back edge (34) against the back edge mechanism (7).
10. The wind power mixing tower construction aluminum die as claimed in claim 1, wherein: the inner mold supporting mechanism (6) comprises supporting columns (37) vertically fixed at the center of the inner mold (3), multiple layers of transverse supporting rods (38) which are uniformly distributed in the circumferential direction are arranged on the supporting columns (37), and the length of each transverse supporting rod (38) is adjustable;
the tail end of the transverse supporting rod (38) is connected with a plurality of vertical inner back edges (39) which are uniformly distributed in the circumferential direction, and the transverse supporting rod (38) pushes the vertical inner back edges (39) against the back edge mechanism (7);
the inner die (3) is internally provided with a construction platform (41) positioned above the transverse supporting rods (38), the construction platform (41) is honeycomb-shaped, and an openable and closable passing port (42) is reserved on the construction platform.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202410103690.7A CN117738524A (en) | 2024-01-24 | 2024-01-24 | Wind power mixing tower construction aluminum mould |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202410103690.7A CN117738524A (en) | 2024-01-24 | 2024-01-24 | Wind power mixing tower construction aluminum mould |
Publications (1)
Publication Number | Publication Date |
---|---|
CN117738524A true CN117738524A (en) | 2024-03-22 |
Family
ID=90279712
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202410103690.7A Pending CN117738524A (en) | 2024-01-24 | 2024-01-24 | Wind power mixing tower construction aluminum mould |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN117738524A (en) |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1029249A (en) * | 1961-12-14 | 1966-05-11 | William Alfred Wallington Lank | Improvements in and relating to the erection of the bases of electrical transmissiontowers |
US4614324A (en) * | 1983-05-07 | 1986-09-30 | Nippon Pressed Concrete Co., Ltd. | Mold for producing concrete pipe |
CN206625550U (en) * | 2017-04-05 | 2017-11-10 | 中建一局集团第三建筑有限公司 | Composite template for construction core barrel |
CN211306813U (en) * | 2019-11-26 | 2020-08-21 | 金科新能源有限公司 | Pouring side mold and pouring mold of prefabricated tower cylinder |
EP3805488A1 (en) * | 2019-10-11 | 2021-04-14 | P.E. Concepts GmbH | Modular mould for casting moulds for casting wall segments of a tower wall of a wind turbine |
CN115059298A (en) * | 2022-03-28 | 2022-09-16 | 中国十七冶集团有限公司 | Aluminum alloy formwork fast leveling and reinforcing integral mounting and dismounting structure and construction method |
CN218365441U (en) * | 2022-07-01 | 2023-01-24 | 北京市建筑工程研究院有限责任公司 | Wind power concrete tower cylinder manufacturing die |
CN116021617A (en) * | 2023-02-03 | 2023-04-28 | 中国中材海外科技发展有限公司 | Wind power tower cylinder mold assembly capable of being poured reversely and application method |
CN117341051A (en) * | 2023-09-28 | 2024-01-05 | 德州海天机电科技有限公司 | Modularized wind power mixing tower mold structure and mixing tower wall thickness adjusting method |
-
2024
- 2024-01-24 CN CN202410103690.7A patent/CN117738524A/en active Pending
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1029249A (en) * | 1961-12-14 | 1966-05-11 | William Alfred Wallington Lank | Improvements in and relating to the erection of the bases of electrical transmissiontowers |
US4614324A (en) * | 1983-05-07 | 1986-09-30 | Nippon Pressed Concrete Co., Ltd. | Mold for producing concrete pipe |
CN206625550U (en) * | 2017-04-05 | 2017-11-10 | 中建一局集团第三建筑有限公司 | Composite template for construction core barrel |
EP3805488A1 (en) * | 2019-10-11 | 2021-04-14 | P.E. Concepts GmbH | Modular mould for casting moulds for casting wall segments of a tower wall of a wind turbine |
CN211306813U (en) * | 2019-11-26 | 2020-08-21 | 金科新能源有限公司 | Pouring side mold and pouring mold of prefabricated tower cylinder |
CN115059298A (en) * | 2022-03-28 | 2022-09-16 | 中国十七冶集团有限公司 | Aluminum alloy formwork fast leveling and reinforcing integral mounting and dismounting structure and construction method |
CN218365441U (en) * | 2022-07-01 | 2023-01-24 | 北京市建筑工程研究院有限责任公司 | Wind power concrete tower cylinder manufacturing die |
CN116021617A (en) * | 2023-02-03 | 2023-04-28 | 中国中材海外科技发展有限公司 | Wind power tower cylinder mold assembly capable of being poured reversely and application method |
CN117341051A (en) * | 2023-09-28 | 2024-01-05 | 德州海天机电科技有限公司 | Modularized wind power mixing tower mold structure and mixing tower wall thickness adjusting method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN112112416A (en) | Hinge variable cross-section elevator shaft mould | |
CN106930192B (en) | Assembled variable cross-section contracture sliding mode system and its construction method | |
CN112171864A (en) | Prefabricated mould and prefabricated process for sectional prefabricated concrete tower pipe sheet | |
CN117738524A (en) | Wind power mixing tower construction aluminum mould | |
CN211548750U (en) | Cylindrical wallboard formwork support | |
CN210127654U (en) | Large-span steel structure sliding device | |
CN209908521U (en) | Construction device for variable cross-section tunnel | |
CN111946055A (en) | Construction method of shear walls on two sides of deformation joint | |
CN218083297U (en) | Prefabricated box culvert hydraulic drive template based on center pillar location | |
CN207211196U (en) | A kind of mobile formwork system | |
CN110748156A (en) | Sliding positioning top supporting structure of large silo and construction method thereof | |
CN113494427B (en) | Wind power generation tower and preparation method thereof | |
CN214302856U (en) | Hinge variable cross-section elevator shaft mould | |
CN112091524B (en) | Tool for rapid centering and positioning of large long shaft and mounting process thereof | |
CN214090973U (en) | Bottom formwork supporting steel frame for pouring reinforced concrete cylindrical bin top concrete | |
CN209924989U (en) | Rapid formwork system for concrete ring frame beam of ultra-deep shaft | |
CN115058976A (en) | Aluminum alloy internal mold system containing diaphragm plate and variable cross-section cast-in-place box girder and construction method thereof | |
CN109826100B (en) | Hydraulic jacking box girder template and construction method | |
CN111188524B (en) | Full-series multifunctional retractable radar tower and construction method thereof | |
CN210177367U (en) | Weak support system suitable for installation of steel structure of high tower steel-concrete combined beam | |
CN112726438A (en) | Multifunctional movable box-type internal mold, manufacturing method thereof and box culvert pouring method | |
CN217400519U (en) | Adjustable bracket is used in construction of back taper shell water tower | |
CN220451416U (en) | Reinforcing apparatus of cylinder and beam node department template | |
CN218541534U (en) | UPVC pipe concrete column supporting system for post-cast strip of top plate of warehouse | |
CN218934415U (en) | Sliding formwork for casting concrete in vertical shaft |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |