CN104669410A - Reinforcing rib assembly, side mold of concrete tower member and mold - Google Patents
Reinforcing rib assembly, side mold of concrete tower member and mold Download PDFInfo
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- CN104669410A CN104669410A CN201510069855.4A CN201510069855A CN104669410A CN 104669410 A CN104669410 A CN 104669410A CN 201510069855 A CN201510069855 A CN 201510069855A CN 104669410 A CN104669410 A CN 104669410A
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- 239000004567 concrete Substances 0.000 title claims abstract description 65
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 61
- 230000002787 reinforcement Effects 0.000 claims description 49
- 238000009434 installation Methods 0.000 abstract description 5
- 230000008901 benefit Effects 0.000 abstract description 4
- 238000004064 recycling Methods 0.000 abstract description 4
- 238000009415 formwork Methods 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 description 25
- 239000010959 steel Substances 0.000 description 25
- 238000004519 manufacturing process Methods 0.000 description 10
- 230000000007 visual effect Effects 0.000 description 8
- 238000003466 welding Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 230000008859 change Effects 0.000 description 3
- 230000005611 electricity Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
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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
- B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
- B28B7/025—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article the mould surface being made of or being supported by a plurality of small elements, e.g. to create double curvatures
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- Engineering & Computer Science (AREA)
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- Chemical & Material Sciences (AREA)
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- Mechanical Engineering (AREA)
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Abstract
The invention provides a reinforcing rib assembly, a side mold of a concrete tower member and a mold. The invention provides a reinforcing bar assembly comprising a plurality of longitudinal reinforcing bars (2) for detachable attachment to a formwork (1), a plurality of transverse reinforcing bars (3) being attached to the longitudinal reinforcing bars (2) by means of swing bolts (4). The side mould of the concrete tower member comprises the reinforcing rib assembly, and the longitudinal reinforcing rib (2) is detachably connected to the formwork (1). According to the reinforcing rib assembly provided by the invention, the longitudinal reinforcing rib and the transverse reinforcing rib not only have detachability, but also the fixing position of the longitudinal reinforcing rib on the transverse reinforcing rib has certain adjustability, so that the advantages of recycling, reduction of the mold cost, convenience in transportation, improvement of the mold precision and service life, reduction of the design and installation burden and the like can be brought.
Description
Technical field
The present invention relates to reinforcement, side form and mould, particularly relate to reinforcement assembly, the side form of wind-powered electricity generation concrete towers frame member and mould.
Background technology
The pylon of wind power generating set has steel cylinder pylon and concrete pylon, build concrete pylon and generally need multiple concrete towers frame member, concrete towers frame member is generally circular arc sheet (such as the half of cylinder or cone cylinder) or is tubular (such as cylinder or cone cylinder), multiple component in circular arc sheet can be spliced into tubular component, and multiple tubular component is stacking from bottom to top just can form concrete pylon.In order to manufacture concrete towers frame member, need to use concrete towers frame member mould.As depicted in figs. 1 and 2, it is respectively traditional the first visual angle of concrete towers frame member mould and the stereogram at the second visual angle, traditional concrete towers frame member mould generally comprises internal mold 101, external mold 102, bed die 103, backform 104 and two end moulds 105, they surround the space for casting concrete jointly, can pre-set some built-in fittings before casting concrete in this space.Because internal mold 101 and external mold 102 lay respectively at the both sides of this casting space, therefore internal mold 101 and external mold 102 also can be referred to as side form.As shown in Figure 3 and Figure 4, it is respectively the first visual angle of traditional interior external mold and the schematic perspective view at the second visual angle, traditional internal mold 101 and external mold 102 are in order to ensure structural strength, all in the template 1 of steel, integral solder has waling 2 and cross reinforcing 3, enhancing structural strength is reached, to resist the object that template 1 is out of shape by waling 2 and cross reinforcing 3.
State in realization in the process of technical scheme, inventor finds that in prior art, at least there are the following problems:
The mould of conventional concrete tower member; cross reinforcing on its side form (internal mold or external mold) and waling are welded in template; so not only bring very large welding job amount; and after template is cancelled; reinforcement can not be recycled; cause mold materials and artificial huge waste, this makes the manufacturing cost of precast concrete tower component very high, and the market competitiveness is not strong.
Summary of the invention
The object of the invention is to provide a kind of and reuses, reduces the reinforcement assembly of die cost, and correspondingly provides a kind of side form and mould of concrete towers frame member.
To achieve these goals, the invention provides a kind of reinforcement assembly, it comprises multiple waling for being detachably connected in template, and described waling is connected with multiple cross reinforcing by eyelet bolt.
Preferably, wherein articulated elements can be provided with in the wherein one of described cross reinforcing and described waling, the wherein another one of described cross reinforcing and described waling is provided with connecting hole, and described eyelet bolt to be enclosed within described articulated elements and to be located in described connecting hole.
Further, wherein can be distributed with multiple spliced eye on described cross reinforcing, be equipped with connector with holes wherein in a part of spliced eye, described connecting hole is arranged on described connector with holes.
Preferably, wherein can be fixed with otic placode on described waling, described articulated elements is located on described otic placode.
Preferably, wherein waling connector can also be connected with between adjacent described waling.
Further, two walings being positioned at lateral location in wherein said waling are end waling, the waling connector be connected with described end waling can be adjusting bolt, and described adjusting bolt is located on the waling of described end.
Preferably, wherein said cross reinforcing can be curved or annular.
Present invention also offers a kind of side form of concrete towers frame member, it comprises arbitrary above-mentioned reinforcement assembly, and described waling is removably connected in template.
Preferably, wherein can be fixed with top board and base plate in described template, the two ends of described waling are connected on described top board and described base plate respectively by securing member.
Preferably, wherein can be connected with top link and bottom linker respectively by securing member at the two ends of described waling, described top link and described bottom linker are equipped with link slot, and the top of described template and bottom margin lay respectively in the link slot of described top link and described bottom linker.
Further, wherein can be fixed with locating part respectively at the two ends of described waling, described securing member is between described locating part and described link slot.
Preferably, two walings being positioned at lateral location in wherein said waling are end waling, described end waling longitudinally can be provided with the groove that is tightly connected, and be tightly connected described in the end edge of described template is positioned at groove.
Preferably, wherein said template can be inner formword or exterior sheathing.
Present invention also offers a kind of mould of concrete towers frame member, it comprises the side form of arbitrary above-mentioned concrete towers frame member.
The main beneficial effect of above-mentioned reinforcement assembly provided by the invention is, its waling and cross reinforcing not only have detachability, and the fixed position of waling on cross reinforcing also has certain adjustability, recycling can be brought like this, reduce die cost, be convenient to transport, improve mould and die accuracy and life-span, alleviate design and the advantages such as burden are installed.
The side form of above-mentioned concrete towers frame member provided by the invention and the mould of above-mentioned concrete towers frame member can accept the advantage of above-mentioned reinforcement assembly, easy to implement.
Accompanying drawing explanation
Fig. 1 is the stereogram at the first visual angle of traditional concrete towers frame member mould;
Fig. 2 is the stereogram at the second visual angle of traditional concrete towers frame member mould;
Fig. 3 is the stereogram at the first visual angle of traditional interior external mold;
Fig. 4 is the stereogram at the second visual angle of traditional interior external mold;
Fig. 5 is the stereogram of the external mold of the concrete towers frame member of the embodiment of the present invention one;
Fig. 6 is the partial enlarged drawing in Fig. 5 in a-quadrant;
Fig. 7 is the partial enlarged drawing in Fig. 5 in B region;
Fig. 8 is the front view of the external mold of the concrete component tower member of the embodiment of the present invention one;
Fig. 9 is the stereogram of the external mold of the concrete towers frame member of the embodiment of the present invention two;
Figure 10 is the partial enlarged drawing in Fig. 9 in C region;
Figure 11 is the front view of the external mold of the concrete towers frame member of the embodiment of the present invention two;
Figure 12 is the rearview of the external mold of the concrete towers frame member of the embodiment of the present invention two.
Drawing reference numeral illustrates:
101-internal mold; 102-external mold; 103-bed die; 104-backform; 105-holds mould; 1-template; 11-top board; 12-base plate; 2-waling; 21-otic placode; 201-end waling; 3-cross reinforcing; 31-spliced eye; 4-eyelet bolt; 5-articulated elements; 6-connector with holes; 7-waling connector; 71-adjusting bolt; 8-fastening bolt; 91-top link; 92-bottom linker; 10-locating part.
Detailed description of the invention
Below in conjunction with accompanying drawing, the reinforcement assembly of the embodiment of the present invention, the side form of concrete towers frame member and mould are described in detail.
Embodiment one
As shown in Fig. 5 to Fig. 8, it is the accompanying drawing of the external mold of the concrete towers frame member of the embodiment of the present invention one, in figure except showing reinforcement assembly, also show template.First reinforcement assembly is described at this.
Reinforcement assembly in the present embodiment, it comprises multiple waling 2 for being detachably connected in template 1, and waling 2 is connected with multiple cross reinforcing 3 by eyelet bolt 4.
Reinforcement assembly in the present embodiment, its waling 2 and cross reinforcing 3 are dismountable, and waling 2 is connected by eyelet bolt 4 with cross reinforcing 3, such waling 2 and cross reinforcing 3 not only have detachability, and the fixed position of waling 2 on cross reinforcing 3 also has certain adjustability (eyelet bolt 4 is rotating) itself, this detachable and adjustable structure is compared traditional Welding Structure and is possessed following advantage:
1, after template 1 is cancelled, the waling 2 in the present embodiment and cross reinforcing 3 can reuse, and thus can reduce the consumption of steel plate, reduce the manufacturing cost of mould.
2, due to the welding job amount without reinforcement, a large amount of welding jobs can be reduced.
3, dismountable mounting means can make the transport of mould more flexible, convenient transport.Such as cross reinforcing 2 and waling 3 can be disassembled from template 1 when transporting and transport separately.
4, dismountable mode can make interchangeability better, can carry out batch standardized production, reduce costs reinforcement.
5, can the distortion of correction template 1 in some production processes, extend the lifetime of mould.
6, the overall size of template 1 can be adjusted easily, in order to adjust the deviation of mould, improve the precision of concrete towers frame member.
7, the change of size can be realized by the mode regulated for the mould be more or less the same, to adapt to new concrete mold requirement.
8, owing to adopting adjustable reinforcement, other annexes in concrete embedded part and mould can be avoided easily, thus alleviate the design difficulty of mould, avoid design error, alleviate the work load of designer.
Eyelet bolt 4 can adopt multiple concrete structure to be connected on cross reinforcing 3 and waling 2.As shown in Figure 6, it is the partial enlarged drawing in Fig. 5 in a-quadrant, in order to eyelet bolt 4 being connected on cross reinforcing 3 and waling 2, on waling 2, articulated elements 5 is provided with in the present embodiment, cross reinforcing 3 is provided with connecting hole (not marking in figure), eyelet bolt 4 to be enclosed within articulated elements 5 and to be located in this connecting hole, eyelet bolt 4 to be enclosed within articulated elements 5 thus to realize rotatable, and eyelet bolt 4 to be located in connecting hole thus to realize cross reinforcing 3 to be connected with waling 2.In order to arrange articulated elements 5 on waling 2 in the present embodiment, waling 2 is fixed with otic placode 21, articulated elements 5 is located on otic placode 21, and this structure is simple, easy to implement.Otic placode 21 is preferably welded on waling 2.Particularly, articulated elements 5 can be bearing pin or bolt etc.Particularly, connecting hole can be arranged on the parts on reinforcement or on it.
Easily expect, the position of articulated elements 5 and connecting hole can be exchanged, be arranged on cross reinforcing 3 by articulated elements 5, and the connecting hole worn for eyelet bolt 4 is arranged on waling 2, can reach the object be connected by eyelet bolt 4 with waling 2 by cross reinforcing 3 equally like this.That is, articulated elements 5 can be arranged in the wherein one of both cross reinforcing 3 and waling 2, and connecting hole can be arranged in the wherein another one of both cross reinforcing 3 and waling 2.
Further, on cross reinforcing 3, multiple spliced eye 31 is distributed with in the present embodiment, connector 6 with holes is equipped with wherein in a part of spliced eye 31, aforesaid connecting hole is arranged on connector 6 with holes, namely eyelet bolt 4 is located in connector 6 with holes, this kind of design can increase the adjustability of waling 2 fixed position further, because connector 6 with holes can be changed in different spliced eyes 31 and to be fixed waling 2, so just can adjust the fixed position of waling 2 relative to cross reinforcing 3 neatly in the larger context as required, more easily can avoid the installation site (position of waling 2 may impact the installation of built-in fitting and other annexes) of built-in fitting and other annexes.Preferably, spliced eye 31 is evenly distributed on cross reinforcing 3.
If for the manufacture of the concrete towers frame member in circular arc sheet, cross reinforcing 3 can be curved as shown in Figure 5.If for the manufacture of tubular concrete towers frame member, cross reinforcing 3 can be ringwise.Namely reinforcement assembly both can be designed to splitted structure as shown in the figure, also can be designed as completely circular structure, and in addition, completely circular structure also can be spliced by multiple splitted structure.
Above the syndeton between waling 2 and cross reinforcing 3 is illustrated, below the syndeton between each waling 2 is described.
As shown in Figure 5 and Figure 6, between adjacent waling 2, be also connected with waling connector 7, waling connector 7 can make each waling 2 mutually be connected in series, and strengthens the globality of whole reinforcement assembly.Particularly, waling 2 can also be fixed with otic placode 21, otic placode 21 is equipped with articulated elements 5, the end of waling connector 7 is connected on this articulated elements 5.
Further, as shown in Figure 5, two walings 2 being positioned at lateral location in these walings 2 are end waling 201, the waling connector be connected with end waling 201 is adjusting bolt 71, adjusting bolt 71 is located on end waling 201, here can adjust the position of other walings 2 except end waling 201 more easily by adjusting bolt 71, because these walings 2 are connected in series mutually, just these walings 2 can be made to move integrally by pulling adjusting bolt 71, as long as afterwards adjusting bolt 71 is fixed on end waling 201, just these walings 2 can be made to fix.Particularly, adjusting bolt 71 also can be connected on waling 2 as the end of waling connector 7, namely realizes connecting by otic placode, articulated elements.
As shown in Figure 6, what the cross reinforcing 3 in the present embodiment adopted is steel plate, and waling 2 comprises two pieces of band steels, is welded with overlap joint steel plate between two pieces of band steels.But waling 2 and cross reinforcing 3 also can adopt other version here, and such as they can be all other section bars such as steel plate, channel-section steel or H profile steel.Steel plate, channel-section steel and H profile steel all can by stretch bendings, and therefore it is except can be used as waling 2, also can be used as cross reinforcing 3.Waling 2 in the present embodiment has been designed to entire section structure, and it also can be designed as segmental structure, separated namely, then couples together with bolt etc.
On the whole the structure of reinforcement assembly is illustrated above, according to explanation above, " reinforcement is detachable; and be connected by eyelet bolt between horizontal and vertical reinforcement " basic conception under, the concrete structure of reinforcement assembly can have more modification, and such as, cross reinforcing and waling can be steel plates, may also be channel-section steel, other section bars such as H profile steel; Reinforcement assembly can be designed as completely circular structure, also can be designed as the splitted structures such as semicircle; Eyelet bolt can be enclosed within bolt or bearing pin thus to realize rotatable; Can be weld otic placode on cross reinforcing, on waling, bore mode connects eyelet bolt, also can be can be weld otic placode on waling, on cross reinforcing, bore mode connects eyelet bolt, can also be all hole at cross reinforcing and waling or all weld the connected mode of otic placode; Waling can be designed as entire section structure, also can be designed as segmental structure.
For ease of understanding, further the using method of above-mentioned reinforcement assembly is remarked additionally below.
When using the reinforcement assembly in the present embodiment, can first basis avoid built-in fitting or avoid the needs of other annexes, adjust each fixed position of waling 2 on cross reinforcing 3.Then each waling 2 is detachably fixed in template 1, so just can forms the side form of concrete towers frame member.In use, as required, can be finely tuned by the profile of eyelet bolt 4 pairs of templates 1, the precision of mould adjusted.After template 1 is cancelled, waling 2 can be disassembled from template 1, adopt new template 1, and waling 2 is fixed in new template 1, so realize the recycling of reinforcement assembly.
The reinforcement assembly that the present embodiment provides, the concrete quantity of its waling 2 and cross reinforcing 3 can need according to the intensity of reality and determine.Due in reinforcement and template, reinforcement just mainly bears the effect that opposing template 1 is out of shape, so user can on the basis of the structure of the reinforcement assembly of the present embodiment, adopt reinforcement more closely, and use thinner steel plate to be used as template 1, so also can save the consumption of steel plate, reduce the cost of mould.
Further the Detachable connection structure in the side form of the concrete towers frame member of the present embodiment between waling 2 and template 1 is described below.
As shown in Figure 5 and Figure 6, in order to be removably connected with template 1 by waling 2, be fixed with top board 11 and base plate 12 in the present embodiment in template 1, the two ends of waling 2 are connected on top board 11 and base plate 12 respectively by fastening bolt 8.This kind of syndeton is comparatively simple, easy to implement.Particularly, top board 11 and base plate 12 can be welded in template 1, or are fixed in template 1 by screw etc.Fastening bolt 8 also can be substituted by existing other securing members (such as screw etc.).
The syndeton of the present embodiment also between the other end to template 1 and waling 2 has carried out special design, two walings being positioned at lateral location in these walings 2 are end waling 201, as shown in Figure 7, end waling 201 is longitudinally provided with the groove that is tightly connected (not marking in figure), the end edge of template 1 is positioned at sealing link slot, this structure is applicable to manufacture the concrete towers frame member in circular arc sheet, utilize the end waling 201 with the groove that is tightly connected can reach the object of the template 1 that is tightly connected easily, the end mould of mould then can be connected on end waling 201.
The present embodiment is specially the external mold of concrete towers frame member, and according to the explanation of background technology, the side form of concrete towers frame member mould has internal mold and external mold, easily expects, same organization plan also can be applied on the internal mold of concrete towers frame member.For external mold, template 1 is exterior sheathing, and cross reinforcing 2 and waling 3 are all positioned at the outside of template 1.For internal mold, template 1 is inner formword, and cross reinforcing 2 and waling 3 are all positioned at the inner side of template 1.
Embodiment two
As shown in Fig. 9 to Figure 12, it is the accompanying drawing of the external mold of the concrete towers frame member of the embodiment of the present invention two, and the present embodiment is mainly with the difference of embodiment before, and the connected mode between the top of waling 2 and template 1 and bottom is different.The top board in embodiment one and base plate is not had in the present embodiment, in order to waling 2 being connected to top and the bottom of template 1, in the present embodiment, top link 91 and bottom linker 92 is connected with respectively by fastening bolt 8 at the two ends of waling 2, top link 91 and bottom linker 92 are equipped with link slot (not marking in figure), the top of template 1 and bottom margin lay respectively in the link slot of top link 91 and bottom linker 92, here the link slot of top link 91 and bottom linker 92 is adopted to grasp the edge of template 1, without the need to welding top plate special in template 1 and base plate, directly make waling 2 be fixed in template 1 and longitudinally strengthen template 1, connect more for convenience, and while top link 91 and bottom linker 92 are connected in template 1, the position of waling 2 still can adjust, the adjustability of waling 2 position in the present embodiment is made to compare embodiment one so stronger.
Particularly, the fastening bolt 8 in the present embodiment also can be substituted by existing other securing members (such as screw etc.).When template 1 changed by needs, fastening bolt 8 can be unscrewed, top link 91 and bottom linker 92 are disassembled.After more finishing changing template 1, top link 91 and bottom linker 92 are connected respectively to the two ends of waling 2 by recycling fastening bolt 8.
Further, in the present embodiment, locating part 10 is fixed with respectively at the two ends of waling 2, fastening bolt 8 is between locating part 10 and aforesaid link slot, such two locating parts 10 can play position-limiting action to top link 91 and bottom linker 92 respectively, be convenient to the dismounting of top link 91 and bottom linker 92, locating part 10 also can reinforced top connector 91 and the connection between bottom linker 92 and waling 2 simultaneously.Preferably, locating part 10 is welded on waling 2.
By known to the explanation of above-mentioned different embodiment, in order to be detachably connected in template 1 by waling 2, concrete syndeton also can have more modification.Such as the template 1 of distinguish, end waling 201 can have special design; In order to be connected with bottom with the top of template 1, also can there be different designs at the two ends of waling 2.
Above the side form of reinforcement assembly and concrete towers frame member is illustrated; known in conjunction with introducing of background technology; the side form of the concrete towers frame member that above-described embodiment provides all can as the part of the mould of concrete towers frame member; therefore; the present invention is the claimed mould including above-mentioned side form also; and other parts of this mould can adopt existing part, therefore the specific implementation of this mould can be known according to the explanation of background technology, does not repeat them here.Particularly, before, the side form of said concrete towers frame member and mould can be side form and the moulds of wind-powered electricity generation concrete towers frame member.
In sum, above-mentioned optimal technical scheme provided by the invention at least possesses following characteristics:
1, the inner and outer template of mould adopts dismountable reinforcement, and removably can utilize again, reaches the object that can reuse, and the consumption that can reduce steel plate is cost-saving, thus lowers the cost of mould.Without the welding job amount of reinforcement, a large amount of welding jobs can be reduced.Dismountable mounting means, transport is got up more flexible, the more convenient transport of mould of removably.Dismountable mode makes interchangeability better, can batch standardized production, reduces costs.
2, owing to adopting adjustable reinforcement, the installation site of other annexes in the built-in fitting of interior external mold and mould can be avoided easily, do not interfere with concrete built-in fitting, thus alleviate the design difficulty of mould, avoid design error, alleviate the design work burden of designer and the installation burden of reinforcement.Adjustable reinforcement can correct the distortion in some production processes, extends the lifetime of mould.Controllability conveniently can adjust outer profile size, in order to adjust the deviation of mould, improves the precision of concrete towers cylinder.The change of size can be realized for the mould be more or less the same by the mode regulated, adapt to new concrete mold requirement.
3, can adopt reinforcement more closely, use thinner steel plate to do inner and outer template, reduce the steel plate thickness of template, the consumption saving steel plate reduces the cost of mould.
4, can be used for external mold and the internal mold of wind-powered electricity generation concrete towers frame mould.
5, horizontal and vertical reinforcement can be steel plate, may also be channel-section steel, other section bars such as H profile steel.
6, template 1 can be semicircle, can be one section of circular arc, also can be full circle.
7, the arrangement of eyelet bolt can have multiple modification.
The above; be only the specific embodiment of the present invention, but protection scope of the present invention is not limited thereto, is anyly familiar with those skilled in the art in the technical scope that the present invention discloses; change can be expected easily or replace, all should be encompassed within protection scope of the present invention.Therefore, protection scope of the present invention should be as the criterion with the protection domain of described claim.
Claims (14)
1. a reinforcement assembly, it is characterized in that, comprise multiple waling (2) for being detachably connected in template (1), described waling (2) is connected with multiple cross reinforcing (3) by eyelet bolt (4).
2. reinforcement assembly according to claim 1, it is characterized in that, described cross reinforcing (3) and both wherein one of described waling (2) are provided with articulated elements (5), described cross reinforcing (3) and both wherein another one of described waling (2) are provided with connecting hole, and described eyelet bolt (4) is enclosed within described articulated elements (5) and goes up and be located in described connecting hole.
3. reinforcement assembly according to claim 2, it is characterized in that, described cross reinforcing (3) is distributed with multiple spliced eye (31), be equipped with connector with holes (6) in a part of spliced eye (31) wherein, described connecting hole is arranged on described connector with holes (6).
4. reinforcement assembly according to claim 2, is characterized in that, described waling (2) is fixed with otic placode (21), and described articulated elements (5) is located on described otic placode (21).
5. the reinforcement assembly according to claim arbitrary in Claims 1-4, is characterized in that, between adjacent described waling (2), be also connected with waling connector (7).
6. reinforcement assembly according to claim 5, it is characterized in that, two walings (2) being positioned at lateral location in described waling (2) are end waling (201), the waling connector (7) be connected with described end waling (201) is adjusting bolt (71), and described adjusting bolt (71) is located on described end waling (201).
7. reinforcement assembly according to claim 1, is characterized in that, described cross reinforcing (3) is curved or annular.
8. a side form for concrete towers frame member, is characterized in that, comprises the reinforcement assembly in claim 1 to 7 described in arbitrary claim, and described waling (2) is removably connected in template (1).
9. the side form of concrete towers frame member according to claim 8, it is characterized in that, described template (1) is fixed with top board (11) and base plate (12), and the two ends of described waling (2) are connected on described top board (11) and described base plate (12) respectively by securing member.
10. the side form of concrete towers frame member according to claim 8, it is characterized in that, top link (91) and bottom linker (92) is connected with respectively by securing member at the two ends of described waling (2), described top link (91) and described bottom linker (92) are equipped with link slot, and the top of described template (1) and bottom margin lay respectively in the link slot of described top link (91) and described bottom linker (92).
The side form of 11. concrete towers frame members according to claim 10, it is characterized in that, be fixed with locating part (10) respectively at the two ends of described waling (2), described securing member is positioned between described locating part (10) and described link slot.
The side form of 12. concrete towers frame members according to claim 8, it is characterized in that, two walings (2) being positioned at lateral location in described waling (2) are end waling (201), described end waling (201) is longitudinally provided with the groove that is tightly connected, and be tightly connected described in the end edge of described template (1) is positioned at groove.
The side form of 13. concrete towers frame members according to claim 8, is characterized in that, described template (1) is inner formword or exterior sheathing.
The mould of 14. 1 kinds of concrete towers frame members, is characterized in that, comprises the side form of the concrete towers frame member in claim 8 to 13 described in arbitrary claim.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510069855.4A CN104669410B (en) | 2015-02-10 | 2015-02-10 | Reinforcing rib assembly, side mold of concrete tower member and mold |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510069855.4A CN104669410B (en) | 2015-02-10 | 2015-02-10 | Reinforcing rib assembly, side mold of concrete tower member and mold |
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| CN104669410A true CN104669410A (en) | 2015-06-03 |
| CN104669410B CN104669410B (en) | 2017-11-21 |
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| CN109750892A (en) * | 2019-01-18 | 2019-05-14 | 中国十七冶集团有限公司 | A kind of prefabricated assembled mixing blower fan pylon template support method and device |
| CN112761892A (en) * | 2021-03-08 | 2021-05-07 | 中国华能集团清洁能源技术研究院有限公司 | Local reinforcement structure for wind turbine generator tower door opening, tower and processing method |
| CN113070987A (en) * | 2019-01-04 | 2021-07-06 | 上海电气风电集团股份有限公司 | A mould and wind-powered electricity generation concrete tower for making wind-powered electricity generation concrete tower |
| CN117103446A (en) * | 2023-09-27 | 2023-11-24 | 珠海东方重工股份有限公司 | Prefabricated concrete assembled inspection shaft die device |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113070987A (en) * | 2019-01-04 | 2021-07-06 | 上海电气风电集团股份有限公司 | A mould and wind-powered electricity generation concrete tower for making wind-powered electricity generation concrete tower |
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| CN112761892A (en) * | 2021-03-08 | 2021-05-07 | 中国华能集团清洁能源技术研究院有限公司 | Local reinforcement structure for wind turbine generator tower door opening, tower and processing method |
| CN117103446A (en) * | 2023-09-27 | 2023-11-24 | 珠海东方重工股份有限公司 | Prefabricated concrete assembled inspection shaft die device |
| CN117103446B (en) * | 2023-09-27 | 2024-02-02 | 珠海东方重工股份有限公司 | Prefabricated concrete assembled inspection shaft die device |
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