CN103612323B - A kind of concrete member mould and application thereof - Google Patents

A kind of concrete member mould and application thereof Download PDF

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Publication number
CN103612323B
CN103612323B CN201310616764.9A CN201310616764A CN103612323B CN 103612323 B CN103612323 B CN 103612323B CN 201310616764 A CN201310616764 A CN 201310616764A CN 103612323 B CN103612323 B CN 103612323B
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CN
China
Prior art keywords
concrete
template
mould
ring
bolster
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CN201310616764.9A
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Chinese (zh)
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CN103612323A (en
Inventor
郭大冬
丛欧
郝华庚
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北京金风科创风电设备有限公司
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Priority to CN201310616764.9A priority Critical patent/CN103612323B/en
Publication of CN103612323A publication Critical patent/CN103612323A/en
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Publication of CN103612323B publication Critical patent/CN103612323B/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG, OR MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/22Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG, OR MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/76Moulds
    • B28B21/82Moulds built-up from several parts; Multiple moulds; Moulds with adjustable parts
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG, OR MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0002Auxiliary parts or elements of the mould

Abstract

The present invention discloses a kind of concrete member mould and application thereof, relates to the technical field of concrete pylon used for wind power generation, large scale prefabricated section of jurisdiction, cement tube.Prefabricated and concrete member mould turnover for solution huge concrete structure is transported inconvenient problem and invents.Described concrete member mould comprises lower bolster, the upper surface of described lower bolster is removably connected with multiple Side shuttering, described multiple Side shuttering removably connects successively and surrounds the first space, the top side detachable in described first space is connected with cope match-plate pattern, and the lower surface of the upper surface of described lower bolster, described first space and described cope match-plate pattern forms the die cavity of described concrete member mould jointly.Concrete member mould of the present invention is for making the pedestal of blower fan tower barrel.

Description

A kind of concrete member mould and application thereof

Technical field

The present invention relates to the technical field of concrete pylon used for wind power generation, large scale prefabricated section of jurisdiction, cement tube, particularly relate to a kind of concrete member mould and application thereof.

Background technology

The concrete component of buildings or structures is made, for the technique that on-the-spot assembly is installed by concrete component prefabricated referring in advance.Compared to employing concrete cast-in-situ technique, adopt concrete prefabricated element to carry out prefabricated construction, can save labour, overcome seasonal effect, improving building efficiency, is one of important channel realizing building industrialization.Concrete component is prefabricated is divided into in-situ precast and prefabrication two kinds of modes by operating location difference.Sizing, the large component of batch should adopt prefabrication mode, the large component of transport difficult and the special a small amount of component of the bodily form, under having the condition in economy, suitable prefabricated place at the construction field (site), can take the mode of in-situ precast.

With regard to current concrete component prefabricating technique, the mould adopted is generally overall structure, cannot dismantle it, and corresponding releasing process is also comparatively simple.And at wind power industry, the concrete component build that blower fan pedestal adopts is huge, adopts the mould of prior art to produce described concrete component, not only more difficult realization in Mold Making technique, knockout course also cannot complete, and is not easy to mould turnover transport.

Summary of the invention

The object of this invention is to provide a kind of concrete member mould and application thereof, to solve the prefabricated problem of huge concrete structure, and mould is convenient to turnover and transport.

For achieving the above object, embodiments of the invention adopt following technical scheme:

A kind of concrete member mould, comprise lower bolster, the upper surface of described lower bolster is removably connected with multiple Side shuttering, described multiple Side shuttering removably connects successively and surrounds the first space, the top side detachable in described first space is connected with cope match-plate pattern, and the lower surface of the upper surface of described lower bolster, described first space and described cope match-plate pattern forms the die cavity of described concrete member mould jointly.

Further, described multiple Side shuttering comprises inner ring template, outer shroud template and two side templates, described inner ring template and described outer shroud template are circular arc plate, described side template is rectangular slab, the two ends of described outer shroud template are connected with the two ends of described inner ring template by side template, described first space is by the inner surface of described inner ring template, the horizontal cross-section that the inner surface of described outer shroud template and the inner surface of described two side templates surround jointly is the cylindrical space of fan-shaped annulus, the upper surface of described cylindrical space and described lower bolster and the lower surface of described cope match-plate pattern form described die cavity jointly.

Closer, described inner ring template and described outer shroud template are semicircular arc plate, and described first space is the horizontal cross-section jointly surrounded by the inner surface of the inner surface of described inner ring template, described outer shroud template and the inner surface of described two Side shutterings is the cylindrical space of semicircular ring.

Closer, the outer surface of described inner ring template and outer shroud template is equipped with reinforcement, and described reinforcement comprises the modal circumferential stiffening rib and the first vertical strengthening ribs perpendicular to described modal circumferential stiffening rib that arrange along described inner ring template and outer shroud template outer surface circumference.

Closer, the outer surface of described Side shuttering is provided with cross reinforcing along its width, is provided with the second vertical strengthening ribs along its length, the distribution density of described cross reinforcing increases from top to bottom gradually.

Further, the two ends of described outer shroud template are connected with two described side templates respectively by flange, described two side templates are connected respectively by the two ends of flange with described inner ring template, described lower bolster is connected by the bottom of flange with described outer shroud template and described inner ring template, and described cope match-plate pattern is connected by the top of flange with described outer shroud template and described inner ring template.

Further, described lower bolster, inner ring template, outer shroud template, side template and cope match-plate pattern are detachably spliced by multi-sheets.

Further, described lower bolster is fan-shaped circular ring, described lower bolster comprises fan-shaped circular wainscot, fan-shaped circular base plate and the gripper shoe be vertically arranged between described wainscot and described base plate, described gripper shoe comprises the secondary gripper shoe that the main supporting plate be arranged circumferentially along described fan-shaped circular ring and the radial direction along described fan-shaped circular ring are arranged.

Further, also comprise vibrator, described vibrator is evenly arranged on the outer surface of described multiple Side shuttering.

Further, be provided with built-in fitting in the die cavity of described concrete member mould, described built-in fitting is fixed by the magnetic devices of the outer surface being arranged at described concrete member mould.

Further, the height of described concrete member mould is 1 ~ 6 meter, and diameter is 3 ~ 12 meters.

Further, described template, inner ring template, outer shroud template, side template and cope match-plate pattern all adopt high accuracy steel do and inner surface all through grinding process.

Concrete member mould described in above-mentioned any one technical scheme is for the production of the application of the pylon of wind-driven generator.

The concrete member mould that the embodiment of the present invention provides and application thereof, the multiple Side shutterings comprising lower bolster and cope match-plate pattern and be connected with described lower bolster and described cope match-plate pattern, the inner surface of described lower bolster, cope match-plate pattern and multiple Side shuttering together constitutes the die cavity of described concrete member mould, the physical dimension of described concrete member mould die cavity determines the appearance structure of made concrete component, and described concrete member mould is the shaping constraint that supplies a model of described concrete component.Simultaneously, because described lower bolster, cope match-plate pattern and multiple Side shuttering removably connect each other, whole mould is made to be convenient to disassembly and assembly, thus be not only convenient to mould have enough to meet the need transport between different construction site, also help the demoulding, reduce the damage of the many components of mould in knockout course itself, and then it is prefabricated to realize huge concrete structure.

Accompanying drawing explanation

Fig. 1 is the overall structure schematic diagram of embodiment of the present invention concrete member mould;

Fig. 2 is the top view of Fig. 1;

Fig. 3 is the rearview of Fig. 1;

Fig. 4 is the A-A sectional view of Fig. 2;

Fig. 5 is the structural representation of embodiment of the present invention concrete member mould side template;

Fig. 6 is the left view of Fig. 5;

Fig. 7 is the top view of Fig. 5;

Fig. 8 is the structural representation of embodiment of the present invention concrete member mould inner ring template;

Fig. 9 is the structural representation of embodiment of the present invention concrete member mould outer shroud template;

Figure 10 is the top view of Fig. 9;

Figure 11 is the structural representation of the cope match-plate pattern of embodiment of the present invention concrete member mould;

Figure 12 is the front view of embodiment of the present invention concrete member mould lower bolster;

Figure 13 is the top view of Figure 12;

Figure 14 is the partial structurtes schematic diagram in the installation of embedded parts portion of embodiment of the present invention concrete member mould;

Wherein: 1-lower bolster, 2-Side shuttering, 3-cope match-plate pattern, 4-die cavity, 5-vibrator, 6-built-in fitting, 7-magnetic devices, 11-wainscot, 12-base plate, 13-main supporting plate, the secondary gripper shoe of 14-, 21-inner ring template, 22-outer shroud template, 23-side template, modal circumferential stiffening rib in 211-, vertical strengthening ribs in 212-first, 213-flange, 214-flange, the outer modal circumferential stiffening rib of 221-, the outer vertical strengthening ribs of 222-first, 223-flange, 224-flange, 231-cross reinforcing, 232-second vertical strengthening ribs.

Detailed description of the invention

Below in conjunction with accompanying drawing, embodiment of the present invention concrete member mould is described in detail.

In describing the invention, it will be appreciated that, orientation or the position relationship of the instruction such as term " " center ", " on ", D score, "front", "rear", "left", "right", " vertically ", " level ", " top ", " end ", " interior ", " outward " they be based on orientation shown in the drawings or position relationship; be only the present invention for convenience of description and simplified characterization; instead of instruction or imply the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as limitation of the present invention.

Term " first ", " second " only for describing object, and can not be interpreted as instruction or hint relative importance or imply the quantity indicating indicated technical characteristic.Thus, be limited with " first ", the feature of " second " can express or impliedly comprise one or more these features.In describing the invention, except as otherwise noted, the implication of " multiple " is two or more.

In describing the invention, it should be noted that, unless otherwise clearly defined and limited, term " installation ", " being connected ", " connection " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or connect integratedly; Can be directly be connected, also indirectly can be connected by intermediary, can be the connection of two element internals.For the ordinary skill in the art, concrete condition above-mentioned term concrete meaning in the present invention can be understood.

With reference to the specific embodiment that Fig. 1, Fig. 1 are embodiment of the present invention concrete member moulds.The concrete member mould that the embodiment of the present invention provides, comprise lower bolster 1, the upper surface of lower bolster 1 is removably connected with multiple Side shuttering 2, multiple Side shuttering 2 removably connects successively and surrounds the first space, the top side detachable in this first space is connected with cope match-plate pattern 3, and cope match-plate pattern 3 can prevent concrete slurry from overflowing and preventing impurity from entering mould inside.The lower surface of the upper surface of lower bolster 1, the first space and cope match-plate pattern 3 forms the die cavity 4 of described concrete member mould jointly.

With reference to Fig. 1, Fig. 4, the concrete member mould that the embodiment of the present invention provides, the multiple Side shutterings 2 comprising lower bolster 1 and cope match-plate pattern 3 and be connected with lower bolster 1 and cope match-plate pattern 3, the inner surface of lower bolster 1, cope match-plate pattern 3 and multiple Side shuttering 2 together constitutes the die cavity 4 of concrete member mould, the physical dimension of this concrete member mould die cavity 4 determines the appearance structure of made concrete component, and this concrete member mould is the shaping constraint that supplies a model of described concrete component.Simultaneously, because lower bolster 1, cope match-plate pattern 3 and multiple Side shuttering 2 removably connect each other, wherein, removably connect and can adopt the multiple connected mode such as bolt, pin, make whole mould be convenient to disassembly and assembly, thus be not only convenient to mould have enough to meet the need transport between different construction site, also help the demoulding, prevent from causing damage to each mould to component in knockout course, and then it is prefabricated to realize huge concrete structure.

With reference to Fig. 3, Fig. 4, Fig. 3 is the rearview of Fig. 1, and Fig. 4 is the A-A sectional view of Fig. 2, by lower bolster 1, cope match-plate pattern 3 and multiple Side shuttering 2 form the die cavity 4 of mould, can make according to the external form of required concrete component inside die cavity 4 structure adapted.In Wind Farm Construction process, the precast concrete that the pedestal of wind turbine tower cylinder can be made by this concrete member mould is constructed, the structure of concrete member mould die cavity 4 corresponding thereto can be various structures, such as, half tubing string that the pyramid type tubing string that the column type tubing string of can be horizontal cross-section be annulus, cross section are annulus, cross section are fan-shaped annulus.And the column foot concrete component often used is large-scale pipe column structure, if the die cavity 4 of described concrete member mould adopts cross section to be the pipe column structure of a full circle ring, such mould is not only not easy when the demoulding to realize, and mould itself takes up room comparatively large, be not easy to the turnover transport of described concrete member mould.So this concrete member mould preferably adopts cross section to be the column structure of fan-shaped annulus.Be specially following structure, as Fig. 1, shown in Fig. 2, multiple Side shuttering 2 includes inner ring template 21, outer shroud template 22 and two side templates 23, inner ring template 21 and outer shroud template 22 are circular arc plate, side template 23 is rectangular slab, the two ends of outer shroud template 22 are connected with the two ends of inner ring template 21 by side template 23, described first space is by the inner surface of inner ring template 21, the cross section that the inner surface of the inner surface of outer shroud template 22 and two side templates 23 surrounds jointly is the cylindrical space of fan-shaped annulus, the upper surface of this cylindrical space and lower bolster 1 and the lower surface of cope match-plate pattern 3 form die cavity 4 jointly.By die cavity 4, build shaping after the column structure of the planform of described concrete component to be cross sectional shape be fan-shaped annulus.Multiple described concrete component can form a complete pipe column structure jointly.Like this, required complete tubing string shape structural concrete component is divided into the column structure that several cross sectional shape is fan-shaped annulus, is not only convenient to the making of concrete component, transport, and greatly can improves the production efficiency of site operation.In addition, corresponding concrete member mould is also laminated structure therewith, and convenient turnover is transported and is conducive to the demoulding of described huge concrete structure.

More preferably, the factor of the aspects such as comprehensive prefabricated condition, construction condition and raising comprehensive production efficiency is considered, can be preferably that the column structure that cross sectional shape is semicircular ring directly made by the column structure of fan-shaped annulus by the cross sectional shape of die cavity 4.So, inner ring template 21 and outer shroud template 22 are semi arch (namely central angle is the circular arc of 180 degree) shape plate, the cylindrical space of semicircular ring (namely central angle is the annulus of 180 degree) that to be the cross section jointly surrounded by the inner surface of the inner surface of inner ring template 21, outer shroud template 22 and the inner surface of two side templates 23 be in described first space.Half tubing string of the concrete component made by above-described mold cavity 4 to be cross section be semicircular ring, two such half tubing strings can form a complete tubular column structure.Like this, be unlikely to sheet number owing to being divided by described concrete component too many and cause the concrete component integral rigidity after combining not enough, intensity declines, and what so only need one set of die just can complete described concrete component two panels section of jurisdiction is prefabricated.And then, while the concrete component after ensureing combination has higher-strength, be also convenient to transport described concrete component, thus rapid-assembling construction can be carried out at the scene, increase work efficiency.

With reference to Fig. 8, Fig. 9, Fig. 8 is the structural representation of inner ring template, and Fig. 9 is the structural representation of outer shroud template.In order to increase the intensity of described concrete member mould, the outer surface of inner ring template 21 and outer shroud template 22 is equipped with reinforcement, this reinforcement comprises along modal circumferential stiffening rib 211 in the setting of inner ring template 21 outer surface circumference, along the outer modal circumferential stiffening rib 221 that outer shroud template 22 outer surface circumference is arranged, perpendicular to vertical strengthening ribs 212 in first of interior modal circumferential stiffening rib 211, perpendicular to the first outer vertical strengthening ribs 222 of outer modal circumferential stiffening rib 221, interior modal circumferential stiffening rib 211 and outer modal circumferential stiffening rib 221 can strengthen bending resistance and the resistance to tension circumferentially of inner ring template 21 and outer shroud template 22, to resist the pressure of concrete mud to inner ring template 21 and outer shroud template 22, in first, vertical strengthening ribs 212 and the first outer vertical strengthening ribs 222 can strengthen the vertical bending resistance of inner ring template 21 and outer shroud template 22.

With reference to Fig. 5, Fig. 6, Fig. 7, Fig. 5 ~ Fig. 7 is the structural representation of side template, the outer surface of side template 23 is provided with cross reinforcing 231 along its width, be provided with the second vertical strengthening ribs 232 along its length, cross reinforcing 231 and the second vertical strengthening ribs 232 can be resisted respectively from the horizontal and vertical tension of concrete mud opposite side template 23, thus ensure the not easily flexural deformation of side template 23.If required prefabricated concrete component appearance and size is larger, the appearance and size of corresponding required concrete member mould is also larger, build in concrete process in cast, the stamping press be subject to due to bottom template is very large, and the stamping press that side template 23 is subject to is maximum, along with the increase of height fall, the pressure of concrete mud opposite side template 23 increases from top to bottom gradually, thus the pressure born bottom side template 23 is maximum, in order to prevent side template 23 template deformation of bottom, accordingly, preferably the cross reinforcing 231 of side template 23 is increased layout from top to bottom gradually, side template 23 is prevented to be out of shape.To sum up, reinforcement can ensure that described concrete member mould has stronger rigidity, thus can effectively overcome the die deformation caused because of stamping press during concreting, ensure that the overall dimensions precision of described concrete component.

With reference to Fig. 8, Fig. 9, Figure 10, Fig. 8 is the structural representation of the inner ring template 21 of embodiment of the present invention concrete member mould, and Fig. 9 is the structural representation of the outer shroud template 22 of embodiment of the present invention concrete member mould, and Figure 10 is the top view of Fig. 9.In order to make the firm and reliable connection between each template, outer shroud template 22 is connected with the side of two side templates 23 respectively by the flange 223 being arranged at outer shroud template 22 two side ends, inner ring template 21 is connected with the opposite side of two side templates 23 respectively by the flange 213 being arranged at inner ring template 21 two side ends, lower bolster 1 is connected with the bottom of outer shroud template 22 by flange 224, be connected by the bottom of flange 214 with inner ring template 21, cope match-plate pattern 3 is connected with the top of outer shroud template 22 by flange 224, be connected by the top of flange 214 with inner ring template 21, flange can be bolt, the connectors such as pin provide a good force application part to the connection between each template, the connection close and firm between template can also be ensured, and be convenient to dismounting.

If required concrete component is very large, corresponding concrete member mould is also very large, and especially at wind power industry, required precast concrete is often very large.In order to make described concrete member mould more be convenient to turnover transport, lower bolster 1, inner ring template 21, outer shroud template 22, side template 23 and cope match-plate pattern 3 all detachably can be spliced by multi-sheets.Wherein, inner ring template 21 and outer shroud template 22 are all divided into some circular arc gang forms along the hoop of the circular arc at its place, lower bolster 1 and cope match-plate pattern 3 are all along its place annular ring to being divided into some fan-shaped circular gang forms, described two pieces of side templates 23 are divided into the gang form of some rectangles all along its length, and above each group of gang form is by the removable connector such as bolt or bearing pin composition lower bolster 1, inner ring template 21, outer shroud template 22, side template 23 and cope match-plate pattern 3.Thus, in the process having enough to meet the need transport or the demoulding, if the size of above-mentioned each parts is larger, further can dismantle each parts, by each parts dismounting for carrying out turnover transport or the demoulding after multiple gang form again, can avoid thus using main equipment, facilitate turnover transport and the demoulding of mould, prevent the damage that surface of concrete structure produces because of the demoulding.In addition, lower bolster 1, inner ring template 21, outer shroud template 22, side template 23 and cope match-plate pattern 3 all can adopt high accuracy steel to do, and its inner surface can also carry out grinding process, mould inner surface flat smooth after polishing, not only be conducive to the demoulding, the surface quality of concrete component can also be ensured further.

With reference to Figure 11, Figure 12 and Figure 13, Figure 11 is the structural representation of the cope match-plate pattern 3 of embodiment of the present invention concrete member mould, and Figure 12 ~ Figure 13 is the structural representation of the lower bolster 1 of embodiment of the present invention concrete member mould.In order to make the bottom section shape in the planform of lower bolster 1 and described first space adapt, be preferably fan-shaped circular ring by the profile design of lower bolster 1.Accordingly, as shown in figure 11, in order to make the bottom section shape in the planform of cope match-plate pattern 3 and described first space adapt, preferably the shape of cope match-plate pattern 3 is also designed to fan-shaped circular ring.In addition, in each template of described concrete member mould, lower bolster 1 is in bottom, plays and supports and firm key effect.So, the gripper shoe that lower bolster 1 can comprise fan-shaped circular wainscot 11, fan-shaped circular base plate 12 and vertically be arranged between wainscot 11 and base plate 12, this gripper shoe comprises the main supporting plate 13 that the circumference along described fan-shaped circular ring is arranged and the secondary gripper shoe 14 arranged along the radial direction of described fan-shaped circular ring.Main supporting plate 13 plays the effect of modal circumferential stiffening rib, the flexural deformation vertically that lower bolster 1 occurs due to the surge of the not gentle concrete mud of physical features can be overcome, secondary gripper shoe 14 plays reinforcement equally, wainscot 11 and base plate 12 can also be kept in parastate, secondary gripper shoe 14 is evenly arranged, and main supporting plate 13 is mutually vertical with secondary gripper shoe 14, like this, not only structure is simple, light, and main supporting plate 13 and secondary gripper shoe 14 effectively can play the effect supporting wainscot 11.Like this, lower bolster 1 intensity is high, good rigidly, can play and better support and firm effect.

With reference to the rearview that Fig. 3, Fig. 3 are embodiment of the present invention concrete member mould.Vibrator 5 plays vital effect in concrete component prefabrication process, and by the classification of transmitting vibrations, vibrator 5 can be divided into internal vibrator, attached vibrator and external vibrator three kinds.At wind power industry, the overall dimensions of concrete member mould are larger, effectively vibrate to the concrete being in mold bottom in the bottom that the vibrations head of internal vibrator is difficult to be insinuated into concrete member mould, in addition described concrete member mould includes cope match-plate pattern 3, overall in sealing state, so external vibrator can not vibrate to the concrete in described concrete member mould.The present embodiment preferably adopts attached vibrator, attached vibrator 5 is also called external vibrators, belong to dither one, during use, the base plate of attached vibrator 5 is attached on the lateral wall of described concrete member mould, vibrator 5 can be arranged according to its effective vibrating radins, and it is evenly arranged on the outer surface of multiple Side shuttering 2, as shown in Figure 3, vibrator 5 can be arranged in inner ring template 21, outer shroud template 22 and side template 23, object will ensure that concrete component four corner can effectively be vibrated.The effect of vibrator 5 is in concrete placement, by the vibrational energy of self being passed to mould and finally acting on not solidified concrete, thus inside concrete bubble can be discharged, described concrete component is avoided to occur the quality problems such as voids and pits, improve the intensity of described concrete component, ensure the quality of described concrete component.

With reference to the partial structurtes schematic diagram that Figure 14, Figure 14 are built-in fitting 6 installation position of embodiment of the present invention concrete member mould.Due to, in the process of practice of construction, frequent needs arrange built-in fitting 6 in the inside of concrete component structure or surface, such as imbed steel part on the surface of described concrete component, described concrete component can be connected with other structural members by described steel part, so can also arrange built-in fitting 6 in the die cavity 4 of described concrete member mould, built-in fitting 6 can be fixed by the magnetic devices 7 being arranged at the outer surface of described concrete member mould.Magnetic devices 7 is arranged on the outside of described concrete member mould, is detachable block, and like this, magnetic devices 7 is not only easy to installation and removal, and fixing reliable.When installing built-in fitting 6, first the location of built-in fitting 6 is carried out according to the drawing of described concrete component, and outside all performs telltale mark in mold panel 2, then magnetic devices 7 is adsorbed on the telltale mark place outside described concrete member mould, finally utilize the suction of magnetic devices 7, built-in fitting 6 is adsorbed on telltale mark place.

In wind power industry, required concrete component physical dimension is often very large, and accordingly, the physical dimension of required mould is also very large.And for wind power industry application present situation, the appearance and size of described concrete member mould can be carried out preferably: the height of described concrete member mould is 1 ~ 6 meter, diameter is 3 ~ 12 meters.

Embodiments of the invention additionally provide the application of the concrete member mould described in above-mentioned any one embodiment for the production of the pylon of wind-driven generator.

Because the concrete member mould used in the application of the present embodiment is identical with the concrete member mould provided in each embodiment of above-mentioned concrete member mould, therefore the two can solve identical technical problem, and reaches identical Expected Results.

To sum up, the useful technique effect that the present invention produces may be summarized as follows:

One, mould transportation problem, adopts burst assembled assembling die;

Two, the difficulty that original large-sized concrete prefabricated components cannot be produced at the scene is solved;

Three, the mould of high accuracy, large scale, economy is made to reach optimal balance point;

Four, reduce due in form removal process to the destruction of concrete body, improve the rate that manufactures a finished product of prefabricated components;

Five, the number of turnover is high, and the integral rigidity of mould own and local good rigidity, can repeatedly use;

Six, prefabricated components appearance looks elegant, die inside steel plate surface carries out grinding process, component surface smooth and beautiful appearance after the demoulding;

Seven, component precision is high, not yielding, and the structure of mould and processing technology ensure that mould is not yielding, and component precision is high;

Eight, component packing is high, mould is arranged adhesion type vibrates equipment, ensures concrete component packing;

Nine, built-in fitting precision is high, and built-in fitting is reliably connected with mould, and is positioned by mould, can not offset in cast concrete process;

, can not the quality problems such as spillage be there are in ten, mould good airproof performance.

In the description of this description, specific features, structure, material or feature can combine in an appropriate manner in any one or more embodiment or example.

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 (13)

1. a concrete member mould, it is characterized in that, comprise lower bolster, the upper surface of described lower bolster is removably connected with multiple Side shuttering, described multiple Side shuttering removably connects successively and surrounds the first space, the top side detachable in described first space is connected with cope match-plate pattern, and the lower surface of the upper surface of described lower bolster, described first space and described cope match-plate pattern forms the die cavity of described concrete member mould jointly; Also comprise vibrator, described vibrator is arranged on the outer surface of described multiple Side shuttering.
2. concrete member mould according to claim 1, it is characterized in that, described multiple Side shuttering comprises inner ring template, outer shroud template and two side templates, described inner ring template and described outer shroud template are circular arc plate, described Side shuttering is rectangular slab, the two ends of described outer shroud template are connected with the two ends of described inner ring template by side template, described first space is by the inner surface of described inner ring template, the horizontal cross-section that the inner surface of described outer shroud template and the inner surface of described two side templates surround jointly is the cylindrical space of fan-shaped annulus, the upper surface of described cylindrical space and described lower bolster and the lower surface of described cope match-plate pattern form described die cavity jointly.
3. concrete member mould according to claim 2, it is characterized in that, described inner ring template and described outer shroud template are semicircular arc plate, and described first space is the horizontal cross-section jointly surrounded by the inner surface of the inner surface of described inner ring template, described outer shroud template and the inner surface of described two Side shutterings is the cylindrical space of semicircular ring.
4. the concrete member mould according to Claims 2 or 3, it is characterized in that, the outer surface of described inner ring template and outer shroud template is equipped with reinforcement, and described reinforcement comprises the modal circumferential stiffening rib and the first vertical strengthening ribs perpendicular to described modal circumferential stiffening rib that arrange along described inner ring template and outer shroud template outer surface circumference.
5. the concrete member mould according to Claims 2 or 3, it is characterized in that, the outer surface of described Side shuttering is provided with cross reinforcing along its width, is provided with the second vertical strengthening ribs along its length, the distribution density of described cross reinforcing increases from top to bottom gradually.
6. the concrete member mould according to Claims 2 or 3, it is characterized in that, the two ends of described outer shroud template are connected with two described side templates respectively by flange, described two side templates are connected respectively by the two ends of flange with described inner ring template, described lower bolster is connected by the bottom of flange with described outer shroud template and described inner ring template, and described cope match-plate pattern is connected by the top of flange with described outer shroud template and described inner ring template.
7. the concrete member mould according to Claims 2 or 3, is characterized in that, described lower bolster, inner ring template, outer shroud template, side template and cope match-plate pattern are detachably spliced by multi-sheets.
8. the concrete member mould according to Claims 2 or 3, it is characterized in that, described lower bolster is fan-shaped circular ring, described lower bolster comprises fan-shaped circular wainscot, fan-shaped circular base plate and the gripper shoe be vertically arranged between described wainscot and described base plate, described gripper shoe comprises the secondary gripper shoe that the main supporting plate be arranged circumferentially along described fan-shaped circular ring and the radial direction along described fan-shaped circular ring are arranged.
9. concrete member mould according to claim 1, is characterized in that, described vibrator is evenly arranged on the outer surface of described multiple Side shuttering.
10. concrete member mould according to claim 1, is characterized in that, is provided with built-in fitting in the die cavity of described concrete member mould, and described built-in fitting is fixed by the magnetic devices of the outer surface being arranged at described concrete member mould.
11. concrete member moulds according to Claims 2 or 3, it is characterized in that, the height of described concrete member mould is 1 ~ 6 meter, and diameter is 3 ~ 12 meters.
12. concrete member moulds according to Claims 2 or 3, is characterized in that, described template, inner ring template, outer shroud template, side template and cope match-plate pattern all adopt high accuracy steel to do and inner surface all through grinding process.
Concrete member mould according to any one of 13. claims 1 ~ 12 is for the production of the application of the pylon of wind-driven generator.
CN201310616764.9A 2013-11-27 2013-11-27 A kind of concrete member mould and application thereof CN103612323B (en)

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CN104064101B (en) * 2014-06-17 2016-08-24 同济大学 The manufacture method of ultra-large type Reinforced Concrete Cooling Tower reduced scale test model
CN104669432A (en) * 2015-02-27 2015-06-03 北京金风科创风电设备有限公司 Internal mould, demoulding method thereof, mould for prefabricated concrete tower sections and production method
CN104931313B (en) * 2015-05-30 2017-05-17 桂林理工大学 Manufacturing method of ring test mold for testing shrinkage and cracking of mortar and concrete
CN105500521B (en) * 2015-12-31 2018-03-30 北京金风科创风电设备有限公司 Sew up the connector of mouth, the mould of concrete component and its installation method
CN106382002B (en) * 2016-10-14 2019-04-09 秦皇岛天业通联重工科技有限公司 A kind of large size concrete component mold and its application method
WO2019148985A1 (en) * 2018-02-02 2019-08-08 北京天杉高科风电科技有限责任公司 Split structure pouring mold system and pouring method therefor

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CN2201444Y (en) * 1994-12-13 1995-06-21 成都市第四建筑工程公司 Compound steel form controlling round connector mould
CN2287184Y (en) * 1996-03-18 1998-08-05 丛者彬 Large diameter cement tube mechanical material distributing vertical assembled formwork
CN101338619A (en) * 2008-01-31 2009-01-07 朱飞虹 Mould for manufacturing methane tank
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CN201627358U (en) * 2010-04-15 2010-11-10 中国葛洲坝集团股份有限公司 Large-section pressure pipeline concrete construction deformed steel formwork
CN203566830U (en) * 2013-11-27 2014-04-30 北京金风科创风电设备有限公司 Concrete member mould

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