CN104669410B - 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
- Publication number
- CN104669410B CN104669410B CN201510069855.4A CN201510069855A CN104669410B CN 104669410 B CN104669410 B CN 104669410B CN 201510069855 A CN201510069855 A CN 201510069855A CN 104669410 B CN104669410 B CN 104669410B
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- 239000004567 concrete Substances 0.000 title claims abstract description 62
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 60
- 230000002787 reinforcement Effects 0.000 claims description 51
- 230000001105 regulatory effect Effects 0.000 claims description 9
- 210000003205 muscle Anatomy 0.000 claims description 7
- 238000009434 installation Methods 0.000 abstract description 5
- 238000004064 recycling Methods 0.000 abstract description 3
- 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
- 230000008859 change Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 238000005728 strengthening Methods 0.000 description 4
- 210000002435 tendon Anatomy 0.000 description 4
- 238000005266 casting Methods 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
- 230000009471 action Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- 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
-
- 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)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
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, more particularly to reinforcement component, the side of wind-powered electricity generation concrete towers frame member
Mould and mould.
Background technology
The pylon of wind power generating set has steel cylinder pylon and concrete tower, to build concrete tower generally require it is multiple
Concrete towers frame member, concrete towers frame member typically in circular arc sheet (such as half of cylinder or cone cylinder) or are cylindrical in shape
(such as cylinder or cone cylinder), multiple components in circular arc sheet can be spliced into tubular component, multiple tubular components
Concrete tower can be formed by stacking from bottom to top.In order to manufacture concrete towers frame member, it is necessary to use concrete towers frame member
Mould.As depicted in figs. 1 and 2, it is respectively the first visual angle of traditional concrete tower element mold and standing for the second visual angle
Body figure, traditional concrete tower element mold generally comprise internal model 101, external mold 102, bed die 103, backform 104 and two ends
Mould 105, they surround the space for casting concrete jointly, can be pre-set before casting concrete in the space
Some built-in fittings.Because internal model 101 and external mold 102 are located at the both sides of the casting space, therefore internal model 101 and external mold 102 respectively
Side form can also be referred to as.As shown in Figure 3 and Figure 4, it is respectively the first visual angle of traditional interior external mold and standing for the second visual angle
Body schematic diagram, traditional internal model 101 and external mold 102 are in order to ensure structural strength, and integral solder has vertical in the template 1 of steel
To reinforcement 2 and cross reinforcing 3, enhancing structure intensity is reached by waling 2 and cross reinforcing 3, to resist mould
The purpose that plate 1 deforms.
During stating technical scheme in realization, inventor has found that at least there are the following problems in the prior art：
The mould of conventional concrete tower member, cross reinforcing and waling on its side form (internal model or external mold)
It is welded in template, so not only brings very big welding job amount, and after template is cancelled, reinforcement can not be weighed
It is multiple to utilize, mold materials and artificial huge waste are caused, this makes the manufacturing cost of precast concrete tower component very high, city
Field competitiveness is not strong.
The content of the invention
Present invention aims at a kind of repeatable utilization of offer, the reinforcement component of die cost is reduced, and is correspondingly carried
For a kind of side form and mould of concrete towers frame member.
To achieve these goals, the invention provides a kind of reinforcement component, it includes multiple for removably connecting
The waling being connected in template, multiple cross reinforcings are connected with by eyelet bolt on the waling.
Preferably, wherein hinge can be provided with the one of which of both the cross reinforcing and the waling
Fitting, connecting hole, the movable joint spiral shell are provided with wherein in another one in both the cross reinforcing and the waling
Bolt is enclosed on the articulated elements and is located in the connecting hole.
Further, wherein multiple spliced eyes can be distributed with the cross reinforcing, a part of grafting wherein
Connector with holes is equipped with hole, the connecting hole is arranged on the connector with holes.
Preferably, wherein can be fixed with otic placode on the waling, the articulated elements is located in the otic placode
On.
Preferably, wherein waling connector can also be connected between the adjacent waling.
Further, wherein two walings positioned at lateral location in the waling are end longitudinal direction
Reinforcement, the waling connector being connected with the end waling can be regulating bolt, the regulating bolt
It is located on the end waling.
Preferably, wherein the cross reinforcing can be with curved or annular.
Present invention also offers a kind of side form of concrete towers frame member, and it includes any above-mentioned reinforcement component, institute
Waling is stated to be detachably connected in template.
Preferably, wherein top plate and bottom plate can be fixed with the template, the both ends difference of the waling
It is connected to by fastener on the top plate and the bottom plate.
Preferably, wherein the both ends of the waling can respectively by fastener be connected with top link and
Bottom linker, link slot, the top edge of the template are equipped with the top link and the bottom linker
It is located at respectively with bottom margin in the link slot of the top link and the bottom linker.
Further, wherein locating part can be respectively fixed with the both ends of the waling, the fastener position
Between the locating part and the link slot.
Preferably, wherein two walings positioned at lateral location in the waling longitudinally add for end
Strengthening tendons, it can be provided with the end waling along longitudinal direction and be tightly connected groove, the end edge of the template is located at institute
State and be tightly connected in groove.
Preferably, wherein the template can be inner template or exterior sheathing.
Present invention also offers a kind of mould of concrete towers frame member, and it includes any above-mentioned concrete towers frame member
Side form.
The main beneficial effect of above-mentioned reinforcement component provided by the invention is, its waling and cross reinforcing
Not only there is detachability, and fixed position of the waling on cross reinforcing also has certain adjustability, this
Sample can bring recycling, reduce die cost, is readily transported, improving mould and die accuracy and life-span, mitigate design and install negative
The advantages that load.
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 be accepted
It is the advantages of above-mentioned reinforcement component, easy to implement.
Brief description of the drawings
Fig. 1 is the stereogram at the first visual angle of traditional concrete tower element mold；
Fig. 2 is the stereogram at the second visual angle of traditional concrete tower element mold；
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 a-quadrant in Fig. 5；
Fig. 7 is the partial enlarged drawing in B area in Fig. 5；
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 C regions in Fig. 9；
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 explanation：
101- internal models；102- external molds；103- bed dies；104- backforms；105- ends mould；1- templates；11- top plates；12- bottom plates；
2- walings；21- otic placodes；201- ends waling；3- cross reinforcings；31- spliced eyes；4- eyelet bolts；5-
Articulated elements；6- connectors with holes；7- waling connectors；71- regulating bolts；8- fastening bolts；91- top links；
92- bottom linkers；10- locating parts.
Embodiment
The reinforcement component to the embodiment of the present invention, the side form of concrete towers frame member and mould are carried out below in conjunction with the accompanying drawings
It is 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, is removed in figure
Show beyond reinforcement component, further it is shown that template.First reinforcement component is illustrated herein.
Reinforcement component in the present embodiment, it includes multiple longitudinally reinforced in template 1 for being detachably connected to
Muscle 2, multiple cross reinforcings 3 are connected with by eyelet bolt 4 on waling 2.
Reinforcement component in the present embodiment, its waling 2 and cross reinforcing 3 are dismountable, and longitudinal direction adds
Strengthening tendons 2 and cross reinforcing 3 are connected by eyelet bolt 4, and such waling 2 and cross reinforcing 3 not only have
Detachability, and fixed position of the waling 2 on cross reinforcing 3 also has certain adjustability (eyelet bolt 4
Itself it is rotatable), this detachable and adjustable structure possesses advantages below compared to traditional welding structure：
1st, after template 1 is cancelled, waling 2 and cross reinforcing 3 in the present embodiment can reuse, thus
The dosage of steel plate can be reduced, reduces the manufacturing cost of mould.
2nd, due to the welding job amount without reinforcement, substantial amounts of welding job can be reduced.
3rd, dismountable mounting means can make the transport of mould more flexible, convenience in transport.Such as it can be incited somebody to action in transport
Cross reinforcing 2 and waling 3 disassemble from template 1 individually to be transported.
4th, dismountable mode can make it that interchangeability is more preferable, can carry out batch standardized production to reinforcement, reduce
Cost.
5th, deformation that can be with correction template 1 in some production processes, the lifetime of mould is extended.
6th, the overall size of template 1 can be easily adjusted, to adjust the deviation of mould, improves concrete towers frame member
Precision.
7th, the change of size can be realized with the mode of regulation for the mould being more or less the same, to adapt to new concrete
Mould requirement.
8th, due to using adjustable reinforcement, can easily avoid in concrete embedded part and mould other are attached
Part, so as to alleviate the design difficulty of mould, design error is avoided, alleviates the work load of designer.
Eyelet bolt 4 can be connected on cross reinforcing 3 and waling 2 using a variety of concrete structures.Such as Fig. 6 institutes
Show, it is the partial enlarged drawing in a-quadrant in Fig. 5, in order to which eyelet bolt 4 is connected into cross reinforcing 3 and waling 2
On, articulated elements 5 is provided with the present embodiment on waling 2, (is not marked in figure provided with connecting hole on cross reinforcing 3
Go out), eyelet bolt 4 is enclosed on articulated elements 5 and is located in the connecting hole, and eyelet bolt 4 is enclosed on articulated elements 5 so as to which realize can
Rotate, eyelet bolt 4, which is located in connecting hole, connects cross reinforcing 3 and waling 2 so as to realize.In the present embodiment
In order to set articulated elements 5 on waling 2, otic placode 21 is fixed with waling 2, articulated elements 5 is located in otic placode
It is this simple in construction on 21, it is easy to implement.Otic placode 21 is preferably to be welded on waling 2.Specifically, articulated elements 5 can be with
It is bearing pin or bolt etc..Specifically, connecting hole can be arranged on parts on reinforcement or thereon.
It is readily apparent that, the position of articulated elements 5 and connecting hole can be exchanged, i.e., articulated elements 5 is arranged on cross reinforcing 3
On, and will be arranged on for the connecting hole that eyelet bolt 4 is worn on waling 2, so it can equally reach horizontal reinforcement
The purpose that muscle 3 is connected with waling 2 by eyelet bolt 4.That is, articulated elements 5 can be arranged on cross reinforcing 3 and longitudinal direction
In both one of which of reinforcement 2, connecting hole can be arranged on the wherein another of both cross reinforcing 3 and waling 2
In one.
Further, multiple spliced eyes 31 are distributed with the present embodiment on cross reinforcing 3, wherein a part of grafting
Connector 6 with holes is equipped with hole 31, foregoing connecting hole is arranged on connector 6 with holes, i.e., eyelet bolt 4 is located in holes
In connector 6, such a design can further increase the adjustability of the fixed position of waling 2, because can will be with holes
Connector 6 is changed in different spliced eyes 31 and waling 2 is fixed, thus can be as needed bigger
In the range of neatly adjust fixed position of the waling 2 relative to cross reinforcing 3, can more easily avoid pre-buried
(position of waling 2 may be made the installation site of part and other annexes to the installation of built-in fitting and other annexes
Into influence).Preferably, spliced eye 31 is evenly distributed on cross reinforcing 3.
Concrete towers frame member of the manufacture in circular arc sheet is if it is for, cross reinforcing 3 can be in as shown in Figure 5
Arc.It if it is for manufacturing tubular concrete towers frame member, cross reinforcing 3 can be in a ring.Strengthen
Muscle component can both be designed as splitted structure as shown in the figure, may be designed in completely circular structure, in addition, completely circular structure can also be by
Multiple splitted structures are spliced.
Above the attachment structure between waling 2 and cross reinforcing 3 is illustrated, each longitudinal direction added below
Attachment structure between strengthening tendons 2 illustrates.
As shown in Figure 5 and Figure 6, waling connector 7 is also associated between adjacent waling 2, longitudinal direction
Reinforcement connector 7 can be such that each waling 2 is mutually connected in series, and strengthen the globality of whole reinforcement component.Specifically
Ground, otic placode 21 can also be fixed with waling 2, articulated elements 5, waling connector are equipped with otic placode 21
7 end is connected on the articulated elements 5.
Further, as shown in figure 5, two walings 2 positioned at lateral location in these walings 2 are
End waling 201, the waling connector being connected with end waling 201 are regulating bolt 71, regulation
Bolt 71 is located on end waling 201, here can be more easily to longitudinally adding except end by regulating bolt 71
The position of other walings 2 beyond strengthening tendons 201 is adjusted, because these walings 2 have mutually been connected in series,
By pulling regulating bolt 71 to move integrally these walings 2, as long as regulating bolt 71 is fixed on into end afterwards
It on portion's waling 201, can fix these walings 2.Specifically, regulating bolt 71 can also be as longitudinally reinforced
The end of muscle connector 7 is connected on waling 2 like that, i.e., realizes connection by otic placode, articulated elements.
As shown in fig. 6, the cross reinforcing 3 in the present embodiment is then flat including two pieces using steel plate, waling 2
Steel, overlap joint steel plate is welded between two pieces of band steels.But waling 2 and cross reinforcing 3 can also use other here
Structure type, such as they may each be other section bars such as steel plate, channel-section steel or H profile steel.Steel plate, channel-section steel and H profile steel can be with
By stretch bending, therefore it also may be used for cross reinforcing 3 in addition to it can be used as waling 2.In the present embodiment
Waling 2 has been designed to entire section structure, and it can also be designed to segmental structure, i.e., in it is separated, then with bolt etc.
Connect.
Above the structure of reinforcement component is illustrated on the whole, it can be seen from explanation above, in " reinforcement
Detachably, and between horizontal and vertical reinforcement be connected by eyelet bolt " basic conception under, reinforcement component it is specific
Structure can have more modification, for example, cross reinforcing and waling can be steel plate or channel-section steel, H profile steel etc.
Other section bars；Reinforcement component can be designed as completely circular structure, may be designed in the splitted structures such as semicircle；Eyelet bolt can be with
It is enclosed on bolt or bearing pin rotatable so as to realize；Can be that otic placode is welded on cross reinforcing, on waling
Bore mode connects eyelet bolt or can be that otic placode is welded on waling, on cross reinforcing
Bore mode connects eyelet bolt, can also be and is all drilled or all weld otic placode in cross reinforcing and waling
Connected mode；Waling can be designed as entire section structure, may be designed in segmental structure.
For ease of understanding, the application method of above-mentioned reinforcement component is remarked additionally further below.
In the reinforcement component in using the present embodiment, first basis it can avoid built-in fitting or avoid the need of other annexes
Will, adjust fixed position of each waling 2 on cross reinforcing 3.Then each waling 2 is removably secured
Onto template 1, the side form of concrete towers frame member can be so formed.In use, can be as needed, pass through movable joint
Bolt 4 is finely adjusted to the profile of template 1, and the precision of mould is adjusted., can be by waling 2 after template 1 is cancelled
Disassemble from template 1, be fixed to using new template 1, and by waling 2 in new template 1, so realize and strengthen
The recycling of muscle component.
The particular number of the reinforcement component that the present embodiment provides, its waling 2 and cross reinforcing 3 can basis
Actual intensity needs and determined.Because in reinforcement and template, reinforcement just mainly undertakes the work that resistance template 1 deforms
With, so user can be on the basis of the structure of the reinforcement component of the present embodiment, the more close reinforcement of use, and
It is used as template 1 using thinner steel plate, can also so saves the dosage of steel plate, reduces the cost of mould.
Further below in the side form of the concrete towers frame member of the present embodiment between waling 2 and template 1
Detachable connection structure illustrates.
As shown in Figure 5 and Figure 6, in order to which waling 2 and template 1 is detachably connected, in template 1 in the present embodiment
On be fixed with top plate 11 and bottom plate 12, the both ends of waling 2 are connected to top plate 11 and bottom plate 12 by fastening bolt 8 respectively
On.Such a attachment structure is relatively simple, easy to implement.Specifically, top plate 11 and bottom plate 12 can be welded in template 1, or
It is fixed on by screw etc. in template 1.Fastening bolt 8 can also be substituted by other existing fasteners (such as screw etc.).
Attachment structure of the present embodiment also in addition between the end to template 1 and waling 2 is specifically designed,
Two walings positioned at lateral location in these walings 2 are end waling 201, as shown in fig. 7,
It is provided with end waling 201 along longitudinal direction and is tightly connected groove (not marked in figure), it is close that the end edge of template 1 is located at this
Seal in link slot, this structure is applied to concrete towers frame member of the manufacture in circular arc sheet, using with sealed connection groove
End waling 201 can easily reach the purpose for being tightly connected template 1, and the end mould of mould then may be connected to end
On waling 201.
The present embodiment is specially the external mold of concrete towers frame member, according to the explanation of background technology, concrete towers frame member
The side form of mould has internal model and external mold, is readily apparent that, same organization plan can also be applied in concrete towers frame member
On mould.For external mold, template 1 is exterior sheathing, and cross reinforcing 2 and waling 3 are respectively positioned on the outside of template 1.For
Internal model, template 1 is inner template, and cross reinforcing 2 and waling 3 are respectively positioned on the inner side of template 1.
Embodiment two
As shown in Fig. 9 to Figure 12, its for the embodiment of the present invention two concrete towers frame member external mold accompanying drawing, this implementation
The difference of example and embodiment before essentially consists in, and the connected mode between the top and bottom of waling 2 and template 1 is not
Together.There is no the top plate and bottom plate in embodiment one in the present embodiment, in order to waling 2 is connected to the top of template 1 and
Bottom, in the present embodiment, top link 91 and bottom are connected with by fastening bolt 8 respectively at the both ends of waling 2
Connector 92, link slot (not marked in figure), the top sides of template 1 are equipped with top link 91 and bottom linker 92
Edge and bottom margin are located in the link slot of top link 91 and bottom linker 92 respectively, here using top link 91
The edge of template 1 is grasped with the link slot of bottom linker 92, without special welding top plate and bottom plate in template 1, is directly made
Waling 2 is fixed on longitudinally reinforced template 1 in template 1, and connection is more convenient, and works as top link 91 and bottom
While connector 92 is connected in template 1, the position of waling 2 still can be adjusted, so that this implementation
The adjustability of the position of waling 2 is stronger compared to embodiment one in example.
Specifically, the fastening bolt 8 in the present embodiment can also be substituted by other existing fasteners (such as screw etc.).
When needing to change template 1, fastening bolt 8 can be unscrewed, top link 91 and bottom linker 92 are disassembled.More
After finishing changing template 1, recycle fastening bolt 8 that top link 91 and bottom linker 92 are connected respectively into waling 2
Both ends.
Further, in the present embodiment, locating part 10, fastening bolt 8 are respectively fixed with the both ends of waling 2
Between locating part 10 and foregoing link slot, two such locating part 10 can be respectively to top link 91 and bottom linker
92 play position-limiting action, are easy to the dismounting of top link 91 and bottom linker 92, while locating part 10 can also be strengthened pushing up
Connection between portion's connector 91 and bottom linker 92 and waling 2.Preferably, locating part 10 is welded on longitudinally reinforced
On muscle 2.
By the explanation to above-mentioned different embodiments, in order to which waling 2 is detachably connected into template 1
On, specific attachment structure can also have more modification.Such as dividing the template 1 of valve, end waling 201 can be with
There is special design；In order to be connected with the top and bottom of template 1, the both ends of waling 2 can also have different designs.
Above the side form of reinforcement component and concrete towers frame member is illustrated, can with reference to the introduction of background technology
Know, above-described embodiment provide concrete towers frame member side form can as the part of the mould of concrete towers frame member,
Therefore, the mould for including above-mentioned side form is also claimed in the present invention, and the other parts of the mould can use existing part,
Therefore the specific implementation of the mould could be aware that according to the explanation of background technology, will not be repeated here.Specifically, it is preceding
The side form and mould of concrete towers frame member described in face can be the side form and mould of wind-powered electricity generation concrete towers frame member.
In summary, above-mentioned optimal technical scheme provided by the invention at least possesses following characteristics：
1st, the inner and outer template of mould uses dismountable reinforcement, and removably can reuse, and reaching to weigh
The purpose utilized again, it is possible to reduce the dosage of steel plate is cost-effective, so as to lower the cost of mould.Without the welding of reinforcement
Workload, substantial amounts of welding job can be reduced.Dismountable mounting means, transport more flexible, the mould of removably
The more convenient transport of tool.Dismountable mode makes interchangeability more preferable, can batch standardized production, reduce cost.
2nd, due to using adjustable reinforcement, other in the built-in fitting and mould of interior external mold can easily be avoided
The installation site of annex, not with the built-in fitting interference of concrete, so as to alleviate the design difficulty of mould, avoid design and miss
Difference, alleviate the design work burden of designer and the installation burden of reinforcement.Adjustable reinforcement can be corrected
Deformation in production process, extend the lifetime of mould.Controllability can conveniently adjust outer profile size, to adjust mould
Deviation, improve concrete tower precision.The change of size can be realized with the mode of regulation for the mould being more or less the same
Change, adapt to new concrete mold requirement.
3rd, more close reinforcement can be used, inner and outer template is done using thinner steel plate, reduces the steel of template
Plate thickness, the dosage of steel plate is saved to reduce the cost of mould.
4th, the external mold and internal model available for wind-powered electricity generation concrete towers frame mould.
5th, horizontal and vertical reinforcement can be other section bars such as steel plate or channel-section steel, H profile steel.
6th, template 1 can be semicircle, can be one section of circular arc or full circle.
7th, the arrangement of eyelet bolt can have a variety of modifications.
The foregoing is only a specific embodiment of the invention, but protection scope of the present invention is not limited thereto, any
Those familiar with the art the invention discloses technical scope in, change or replacement can be readily occurred in, should all be contained
Cover within protection scope of the present invention.Therefore, protection scope of the present invention should be based on the protection scope of the described claims.
Claims (12)
1. a kind of reinforcement component, it is characterised in that including multiple longitudinally reinforced in template (1) for being detachably connected to
Muscle (2), multiple cross reinforcings (3) are connected with by eyelet bolt (4) on the waling (2)；
Waling connector (7) is also associated between the adjacent waling (2)；
Two walings (2) positioned at lateral location in the waling (2) are end waling
(201) the waling connector (7), being connected with the end waling (201) is regulating bolt (71), the tune
Section bolt (71) is located on the end waling (201).
2. reinforcement component according to claim 1, it is characterised in that in the cross reinforcing (3) and the longitudinal direction
The one of which of both reinforcements (2) is provided with articulated elements (5), in the cross reinforcing (3) and the waling (2)
Both wherein another one are provided with connecting hole, and the eyelet bolt (4) is enclosed on the articulated elements (5) and is located in the company
Connect in hole.
3. reinforcement component according to claim 2, it is characterised in that be distributed with the cross reinforcing (3) more
Individual spliced eye (31), is equipped with connector with holes (6) wherein in a part of spliced eye (31), the connecting hole is arranged on described
On connector (6) with holes.
4. reinforcement component according to claim 2, it is characterised in that be fixed with ear on the waling (2)
Plate (21), the articulated elements (5) are located on the otic placode (21).
5. reinforcement component according to claim 1, it is characterised in that the cross reinforcing (3) is curved or ring
Shape.
6. a kind of side form of concrete towers frame member, it is characterised in that including described in any claim in claim 1 to 5
Reinforcement component, the waling (2) is detachably connected in template (1).
7. the side form of concrete towers frame member according to claim 6, it is characterised in that fixed in the template (1)
There are top plate (11) and bottom plate (12), the both ends of the waling (2) are connected to the top plate (11) by fastener respectively
On the bottom plate (12).
8. the side form of concrete towers frame member according to claim 6, it is characterised in that in the waling (2)
Both ends top link (91) and bottom linker (92) are connected with by fastener respectively, in the top link (91)
With link slot is equipped with the bottom linker (92), the top edge of the template (1) and bottom margin are located at institute respectively
In the link slot for stating top link (91) and the bottom linker (92).
9. the side form of concrete towers frame member according to claim 8, it is characterised in that in the waling (2)
Both ends be respectively fixed with locating part (10), the fastener is between the locating part (10) and the link slot.
10. the side form of concrete towers frame member according to claim 6, it is characterised in that in the waling (2)
Two walings (2) positioned at lateral location be end waling (201), in the end waling
(201) it is provided with along longitudinal direction and is tightly connected groove, the end edge of the template (1) is in the sealed connection groove.
11. the side form of concrete towers frame member according to claim 6, it is characterised in that the template (1) is inner template
Or exterior sheathing.
12. a kind of mould of concrete towers frame member, it is characterised in that including any claim institute in claim 6 to 11
The side form for the concrete towers frame member stated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510069855.4A CN104669410B (en) | 2015-02-10 | 2015-02-10 | Reinforcing rib assembly, side mold of concrete tower member and mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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| CN109940743B (en) * | 2019-01-04 | 2021-07-02 | 上海电气风电集团股份有限公司 | Mould for manufacturing wind power concrete tower |
| CN109750892B (en) * | 2019-01-18 | 2021-06-11 | 中国十七冶集团有限公司 | Prefabricated assembly type hybrid fan tower formwork supporting 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 |
| 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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| US5029803A (en) * | 1990-01-05 | 1991-07-09 | Peri Gmbh | Device for adapting a formwork element to given radii of a circular formwork |
| CN101736897A (en) * | 2009-12-10 | 2010-06-16 | 北京卓良模板有限公司 | Adjustable circle curve template |
| CN204126253U (en) * | 2014-10-29 | 2015-01-28 | 扬州国电通用电力机具制造有限公司 | Metal framework assembling combination formwork structure |
| CN204431450U (en) * | 2015-02-10 | 2015-07-01 | 北京金风科创风电设备有限公司 | The side form of reinforcement assembly, concrete towers frame member and mould |
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| JP3019766B2 (en) * | 1995-12-28 | 2000-03-13 | 日本鋼管株式会社 | Method of constructing formwork for concrete structures |
| DE102011078016A1 (en) * | 2011-06-22 | 2012-12-27 | Aloys Wobben | tower manufacturing |
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| US5029803A (en) * | 1990-01-05 | 1991-07-09 | Peri Gmbh | Device for adapting a formwork element to given radii of a circular formwork |
| CN101736897A (en) * | 2009-12-10 | 2010-06-16 | 北京卓良模板有限公司 | Adjustable circle curve template |
| CN204126253U (en) * | 2014-10-29 | 2015-01-28 | 扬州国电通用电力机具制造有限公司 | Metal framework assembling combination formwork structure |
| CN204431450U (en) * | 2015-02-10 | 2015-07-01 | 北京金风科创风电设备有限公司 | The side form of reinforcement assembly, concrete towers frame member and mould |
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