CN203566830U - Concrete member mould - Google Patents
Concrete member mould Download PDFInfo
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- CN203566830U CN203566830U CN201320782118.5U CN201320782118U CN203566830U CN 203566830 U CN203566830 U CN 203566830U CN 201320782118 U CN201320782118 U CN 201320782118U CN 203566830 U CN203566830 U CN 203566830U
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Abstract
The utility model discloses a concrete member mould, and relates to the technical fields of concrete towers for wind power generation, large prefabricated segments and cement piping. The concrete member mould is invented aiming at solving the problem that the prefabrication of large concrete members and the turnover transportation of concrete member moulds are inconvenient. The concrete member mould comprises a lower mould plate, wherein the upper surface of the lower mould plate is connected with multiple side mould plates in a detachable way; the multiple side mould plates are connected in sequence in the detachable way to form a first space; the top of the first space is connected with the upper mould plate in the detachable way; the upper surface of the lower mould plate, the first space and the lower surface of the upper mould plate commonly form the cavity of the concrete member mould. The concrete member mould is used for manufacturing the base of a wind turbine tower.
Description
Technical field
The utility model relates to the technical field of concrete pylon used for wind power generation, large scale prefabricated section of jurisdiction, cement tube, relates in particular to a kind of concrete member mould.
Background technology
Prefabricated the referring to of concrete component made the concrete component of buildings or structures in advance, the technique of installing for on-the-spot assembly.Than adopting concrete cast-in-situ technique, adopt concrete prefabricated element to carry out prefabricated construction, can save labour, overcome seasonal effect, improve building efficiency, be one of important channel of realizing building industrialization.Concrete component is prefabricated is divided into in-situ precast and two kinds of modes of prefabrication by operating location difference.Sizing, in batches large member should adopt prefabrication mode, transports difficult large member and the special a small amount of member of the bodily form, has at the construction field (site) under the condition in economy, suitable prefabricated place, can take the mode of in-situ precast.
Just current concrete component prefabricating technique, the mould adopting is generally overall structure, cannot dismantle it, and corresponding releasing process is also comparatively simple.And in wind-power electricity generation 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 transportation.
Utility model content
The purpose of this utility model is to provide a kind of concrete member mould, and to solve the prefabricated problem of huge concrete structure, and mould is convenient to turnover and transportation.
For achieving the above object, embodiment of the present utility model adopts 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 shutterings, described multiple Side shuttering removably connects successively and surrounds the first space, the top in described the first space is removably connected with cope match-plate pattern, the common die cavity that forms described concrete member mould of lower surface of the upper surface of described lower bolster, described the first space and described cope match-plate pattern.
Further, described multiple Side shuttering comprises interior ring template, outer shroud template and two side templates, described interior 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 interior ring template by side template, the serve as reasons inner surface of described interior ring template of described the first space, the horizontal cross-section that the inner surface of the inner surface of described outer shroud template and described two side templates surrounds is jointly the cylindrical space of fan-shaped annulus, the described die cavity of the common formation of the upper surface of described cylindrical space and described lower bolster and the lower surface of described cope match-plate pattern.
Closer, described interior ring template and described outer shroud template are semicircular arc plate, described the first space cylindrical space that horizontal cross-section that the inner surface of the inner surface of described interior ring template, described outer shroud template and the inner surface of described two Side shutterings surround is jointly semicircular ring of serving as reasons.
Closer, the outer surface of described interior ring template and outer shroud template is equipped with reinforcement, and described reinforcement comprises the modal circumferential stiffening rib that circumferentially arranges along described interior ring template and outer shroud template outer surface and the first vertical strengthening ribs perpendicular to described modal circumferential stiffening rib.
Closer, on the outer surface of described Side shuttering, along its width, be provided with cross reinforcing, be provided with along its length the second vertical strengthening ribs, 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 by flange respectively, described two side templates are connected with the two ends of described interior ring template by flange respectively, described lower bolster is connected with the bottom of described outer shroud template and described interior ring template by flange, and described cope match-plate pattern is connected with the top of described outer shroud template and described interior ring template by flange.
Further, described lower bolster, interior 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 be vertically arranged at described wainscot and described base plate between gripper shoe, described gripper shoe comprise along the main supporting plate being arranged circumferentially of described fan-shaped circular ring and along described fan-shaped circular ring radially arrange secondary gripper shoe.
Further, also comprise vibrator, described vibrator is evenly arranged on the outer surface of described multiple Side shutterings.
Further, in the die cavity of described concrete member mould, be provided with built-in fitting, the magnetic devices of the outer surface of described built-in fitting by being arranged at described concrete member mould is fixed.
Further, the height of described concrete member mould is 1～6 meter, and diameter is 3～12 meters.
Further, described template, interior ring template, outer shroud template, side template and cope match-plate pattern all adopt high accuracy steel work and inner surface all to pass through grinding process.
The concrete member mould that the utility model embodiment provides, comprise multiple Side shutterings that lower bolster is connected with cope match-plate pattern and with described lower bolster and described cope match-plate pattern, the inner surface of described lower bolster, cope match-plate pattern and multiple Side shutterings has formed the die cavity of described concrete member mould jointly, the physical dimension of described concrete member mould die cavity has determined the appearance structure of made concrete component, the moulding that described concrete member mould the is described concrete component constraint that supplies a model.Simultaneously, because described lower bolster, cope match-plate pattern and multiple Side shuttering removably connect each other, make whole mould be convenient to disassembly and assembly, thereby be not only convenient to mould and between different construction sites, have enough to meet the need transportation, also help the demoulding, reduce the damage of the many members of mould in knockout course itself, and then can realize prefabricated to huge concrete structure.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of the utility model embodiment 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 cutaway view of Fig. 2;
Fig. 5 is the structural representation of the utility model embodiment 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 ring template in the utility model embodiment concrete member mould;
Fig. 9 is the structural representation of the utility model embodiment 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 the utility model embodiment concrete member mould;
Figure 12 is the front view of the utility model embodiment concrete member mould lower bolster;
Figure 13 is the top view of Figure 12;
Figure 14 is the partial structurtes schematic diagram of the installation of embedded parts portion of the utility model embodiment 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-, ring template in 21-, 22-outer shroud template, 23-side template, modal circumferential stiffening rib in 211-, the interior vertical strengthening ribs of 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-the second vertical strengthening ribs.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model embodiment concrete member mould is described in detail.
In description of the present utility model, it will be appreciated that, term " " center ", " on ", D score, " front ", " afterwards ", " left side ", " right side ", " vertically ", " level ", " top ", " end ", " interior ", orientation or the position relationship of indications such as " outward " are based on orientation shown in the drawings or position relationship, only the utility model and simplified characterization for convenience of description, rather than device or the element of indication or hint indication must have specific orientation, with specific orientation structure and operation, therefore can not be interpreted as restriction of the present utility model.
Term " first ", " second " be only for describing object, and can not be interpreted as indication or hint relative importance or the implicit quantity that indicates indicated technical characterictic.Thus, one or more these features can be expressed or impliedly be comprised to the feature that is limited with " first ", " second ".In description of the present utility model, except as otherwise noted, the implication of " multiple " is two or more.
In description of the present utility model, it should be noted that, unless otherwise clearly defined and limited, term " installation ", " being connected ", " connection " should be interpreted broadly, and for example, can be to be fixedly connected with, and can be also to removably connect, or connect integratedly; Can be to be directly connected, also can indirectly be connected by intermediary, can be the connection of two element internals.For the ordinary skill in the art, can concrete condition understand the concrete meaning of above-mentioned term in the utility model.
With reference to Fig. 1, Fig. 1 is a specific embodiment of the utility model embodiment concrete member mould.The concrete member mould that the utility model embodiment provides, comprise lower bolster 1, the upper surface of lower bolster 1 is removably connected with multiple Side shutterings 2, multiple Side shutterings 2 removably connect successively and surround the first space, the top in this first space is removably connected with cope match-plate pattern 3, and cope match-plate pattern 3 can prevent that concrete slurry from overflowing and preventing that impurity from entering mould inside.The common die cavity 4 that forms described concrete member mould of lower surface of upper surface, the first space and the cope match-plate pattern 3 of lower bolster 1.
With reference to Fig. 1, Fig. 4, the concrete member mould that the utility model embodiment provides, comprise multiple Side shutterings 2 that lower bolster 1 is connected with cope match-plate pattern 3 and 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 has formed the die cavity 4 of concrete member mould jointly, the physical dimension of this concrete member mould die cavity 4 has determined the appearance structure of made concrete component, the moulding that this concrete member mould the is described concrete component constraint that supplies a model.Simultaneously, because lower bolster 1, cope match-plate pattern 3 and multiple Side shuttering 2 removably connect each other, wherein, multiple connected modes such as can adopting bolt, pin removably connects, make whole mould be convenient to disassembly and assembly, thereby be not only convenient to mould, between different construction sites, have enough to meet the need transportation, also help the demoulding, prevent from, in knockout course, each mould is caused to damage to member, and then can realize prefabricated to huge concrete structure.
With reference to Fig. 3, Fig. 4, the rearview that Fig. 3 is Fig. 1, the A-A cutaway view that Fig. 4 is Fig. 2, by the die cavity 4 of lower bolster 1, cope match-plate pattern 3 and mould that multiple Side shuttering 2 forms, can make inside die cavity 4 structures that adapt according to the external form of required concrete component.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, can be that horizontal cross-section is the column type tubing string of annulus, the pyramid type tubing string that cross section is annulus, half tubing string that cross section is fan-shaped annulus.And the column foot of often using is large-scale pipe column structure with concrete component, if it is the pipe column structure of a full circle ring that the die cavity 4 of described concrete member mould adopts cross section, such mould is not only not easy to realize when the demoulding, and mould itself takes up room greatlyr, be not easy to the turnover transportation of described concrete member mould.So it is the column structure of fan-shaped annulus that this concrete member mould preferably adopts cross section.Be specially following structure, as Fig. 1, shown in Fig. 2, multiple Side shutterings 2 include interior ring template 21, outer shroud template 22 and two side templates 23, interior 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 interior ring template 21 by side template 23, the serve as reasons inner surface of interior ring template 21 of described the first space, the cross section that the inner surface of the inner surface of outer shroud template 22 and two side templates 23 surrounds is jointly the cylindrical space of fan-shaped annulus, the lower surface of the upper surface of this cylindrical space and lower bolster 1 and cope match-plate pattern 3 forms die cavity 4 jointly.By die cavity 4, the planform of building the described concrete component after moulding is that cross sectional shape is the column structure of fan-shaped annulus.Multiple described concrete components can form a complete pipe column structure jointly.Like this, required one complete tubing string shape structural concrete member is divided into the column structure that several cross sectional shapes are fan-shaped annulus, is not only convenient to making, the transportation of concrete component, and can greatly improves the production efficiency of site operation.In addition, corresponding concrete member mould is also laminated structure therewith, and the demoulding of described huge concrete structure is transported and is conducive in convenient turnover.
More preferably, comprehensive prefabricated condition, construction condition and the factor consideration that improves the aspects such as comprehensive production efficiency, the column structure that can be preferably fan-shaped annulus by the cross sectional shape of die cavity 4 is directly made the column structure that cross sectional shape is semicircular ring.So, interior ring template 21 and outer shroud template 22 are semi arch (being that central angle is the circular arc of 180 degree) shape plate, and the cross section that inner surface, the inner surface of outer shroud template 22 and the inner surface of two side templates 23 of interior ring template 21 surround jointly of serving as reasons, described the first space is the cylindrical space of semicircular ring (being that central angle is the annulus of 180 degree).The concrete component of making by above-described mold cavity 4 is that cross section is half tubing string of semicircular ring, and two half such tubing strings can form a complete tubular column structure.Like this, be unlikely to because the sheet number that described concrete component is divided causes the concrete component integral rigidity deficiency after combination too much, intensity declines, and so only need one mold just can complete prefabricated to two sections of jurisdiction of described concrete component.And then, when the concrete component after assurance combination has higher-strength, be also convenient to described concrete component to transport, thereby can carry out at the scene rapid-assembling construction, increase work efficiency.
With reference to Fig. 8, Fig. 9, Fig. 8 is the structural representation of interior 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 interior ring template 21 and outer shroud template 22 is equipped with reinforcement, this reinforcement comprises the interior modal circumferential stiffening rib 211 circumferentially arranging along interior ring template 21 outer surfaces, the outer modal circumferential stiffening rib 221 circumferentially arranging along outer shroud template 22 outer surfaces, perpendicular to the first interior vertical strengthening ribs 212 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 the counter-bending ability of interior ring template 21 and outer shroud template 22 and the resistance to tension along hoop, with opposing concrete mud, internally encircle the pressure of template 21 and outer shroud template 22, the first interior vertical strengthening ribs 212 and the first outer vertical strengthening ribs 222 can strengthen the vertical counter-bending ability of interior 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, on the outer surface of side template 23, along its width, be provided with cross reinforcing 231, be provided with along its length the second vertical strengthening ribs 232, cross reinforcing 231 and the second vertical strengthening ribs 232 can be resisted respectively the tension horizontal and vertical from concrete mud opposite side template 23, thereby guarantee that side template 23 is difficult for flexural deformation.If required prefabricated concrete component appearance and size is larger, the appearance and size of corresponding required concrete member mould is also larger, in cast, build in concrete process, the stamping press being subject to due to bottom template is very large, and the stamping press maximum that side template 23 is subject to, along with the increase of height fall, the pressure of concrete mud opposite side template 23 increases from top to bottom gradually, thereby the pressure maximum that bear side template 23 bottoms, in order to prevent side template 23 template deformation of bottom, accordingly, preferably the cross reinforcing of side template 23 231 is increased to layout from top to bottom gradually, prevent that side template 23 is out of shape.To sum up, reinforcement can guarantee that described concrete member mould has stronger rigidity, thereby the die deformation that the stamping press in the time of can effectively overcoming because of concreting causes has guaranteed 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 interior ring template 21 of the utility model embodiment concrete member mould, and Fig. 9 is the structural representation of the outer shroud template 22 of the utility model embodiment concrete member mould, the top view that Figure 10 is Fig. 9.In order to make the firm and reliable connection between each template, outer shroud template 22 is connected with a side of two side templates 23 respectively by the flange 223 that is arranged at outer shroud template 22 two side ends, interior ring template 21 is connected with the opposite side of two side templates 23 respectively by the flange 213 that is arranged at interior ring template 21 two side ends, lower bolster 1 is connected with the bottom of outer shroud template 22 by flange 224, by flange 214, be connected with the bottom of interior ring template 21, cope match-plate pattern 3 is connected with the top of outer shroud template 22 by flange 224, by flange 214, be connected with the top of interior ring template 21, flange can be bolt, the connectors such as pin provide a good force application part to the connection between each template, can also guarantee the connection close and firm between template, and be convenient to dismounting.
If required concrete component is very large, corresponding concrete member mould is also very large, and especially in wind-power electricity generation industry, required precast concrete is often very large.In order to make described concrete member mould more be convenient to turnover transportation, lower bolster 1, interior ring template 21, outer shroud template 22, side template 23 and cope match-plate pattern 3 all can be detachably spliced by multi-sheets.Wherein, interior 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 side templates 23 are all divided into the gang form of some rectangles along its length, and above each group of gang form can be by removable connector composition lower bolster 1, interior ring template 21, outer shroud template 22, side template 23 and cope match-plate patterns 3 such as bolt or bearing pins.Thus, in the process of turnover transportation or the demoulding, if the size of above-mentioned each parts is larger, can further dismantle each parts, each parts dismounting is transported or the demoulding for having enough to meet the need after multiple gang forms again, can avoid using thus main equipment, facilitate turnover transportation and the demoulding of mould, prevent the damage that surface of concrete structure produces because of the demoulding.In addition, lower bolster 1, interior 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 after polishing is smooth smooth, not only be conducive to the demoulding, can also further guarantee the surface quality of concrete component.
With reference to Figure 11, Figure 12 and Figure 13, Figure 11 is the structural representation of the cope match-plate pattern 3 of the utility model embodiment concrete member mould, and Figure 12～Figure 13 is the structural representation of the lower bolster 1 of the utility model embodiment concrete member mould.For the planform of lower bolster 1 and the bottom section shape in described the first space are adapted, preferably the shape of lower bolster 1 is designed to fan-shaped circular ring.Accordingly, as shown in figure 11, for the planform of cope match-plate pattern 3 and the bottom section shape in described the first space are adapted, 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, in bottom, plays and supports and firm key effect.So, lower bolster 1 can comprise fan-shaped circular wainscot 11, fan-shaped circular base plate 12 and be vertically arranged at wainscot 11 and base plate 12 between gripper shoe, this gripper shoe comprise along the main supporting plate 13 of the circumferential setting of described fan-shaped circular ring and along described fan-shaped circular ring radially arrange secondary gripper shoe 14.Main supporting plate 13 plays the effect of modal circumferential stiffening rib, can overcome lower bolster 1 due to the physical features flexural deformation vertically that surge of gentle concrete mud does not occur, secondary gripper shoe 14 plays reinforcement equally, can also keep wainscot 11 and base plate 12 to be 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 simple in structure, light, and main supporting plate 13 and secondary gripper shoe 14 can effectively play the effect of supporting wainscot 11.Like this, lower bolster 1 intensity is high, good rigidly, can play better support and firm effect.
With reference to Fig. 3, Fig. 3 is the rearview of the utility model embodiment concrete member mould.Vibrator 5 plays vital effect in the prefabricated process of concrete component, and by the classification of transmitting vibrations, vibrator 5 can be divided into three kinds of internal vibrator, attached vibrator and external vibrators.In wind-power electricity generation industry, the overall dimensions of concrete member mould are larger, effectively vibrate to the concrete 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, entirety is sealing state, so external vibrator is to vibrate to the concrete in described concrete member mould.The present embodiment preferably adopts attached vibrator, attached vibrator 5 is called again 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 shutterings 2, as shown in Figure 3, vibrator 5 can be arranged in interior ring template 21, outer shroud template 22 and side template 23, object will guarantee 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, thereby inside concrete bubble can be discharged, avoid described concrete component to occur the quality problems such as voids and pits, improve the intensity of described concrete component, guarantee the quality of described concrete component.
With reference to Figure 14, Figure 14 is the partial structurtes schematic diagram of built-in fitting 6 installation positions of the utility model embodiment concrete member mould.Due to, in the process of practice of construction, often need to be in the inside of concrete component structure or surface built-in fitting 6 is set, for example on the surface of described concrete component, imbed steel part, by described steel part, described concrete component can be connected with other structural members, so, built-in fitting 6 can also be set the die cavity 4 of described concrete member mould is interior, the magnetic devices 7 of the outer surface that built-in fitting 6 can be by being arranged at described concrete member mould is fixed.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 built-in fitting 6 is installed, first according to the drawing of described concrete component, carry out the location of built-in fitting 6, and all perform telltale mark in the interior outside of mold panel 2, then magnetic devices 7 is adsorbed on to the telltale mark place in described concrete member mould outside, finally utilize the suction of magnetic devices 7, built-in fitting 6 is adsorbed on to telltale mark place.
In wind-power electricity generation 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 electricity generation sector 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.
Embodiment of the present utility model also provides the application of the concrete member mould described in above-mentioned any one embodiment for the production of the pylon of wind-driven generator.
The concrete member mould providing in each embodiment due to the concrete member mould using in the application of the present embodiment and above-mentioned concrete member mould is identical, and therefore the two can solve identical technical problem, and reaches identical Expected Results.
To sum up, the useful technique effect that the utility model produces may be summarized as follows:
One, mould transportation problem, adopts burst assembled assembling die;
Two, solve the difficulty that original large-sized concrete prefabricated components cannot be produced at the scene;
Three, make the mould of high accuracy, large scale, economy reach optimal balance point;
Four, reduced due to the destruction to concrete body in form removal process, improved 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 be used;
Six, prefabricated components appearance looks elegant, steel plate surface carries out grinding process, component surface smooth and beautiful appearance after the demoulding inside mould;
Seven, member precision is high, not yielding, and the structure of mould and processing technology guarantee that mould is not yielding, and member precision is high;
Eight, member packing is high, arranges the adhesion type equipment that vibrates on mould, guarantees concrete component packing;
Nine, built-in fitting precision is high, and built-in fitting is reliably connected with mould, and positions by mould, in cast concrete process, can not be offset;
, can there are not the quality problems such as spillage in ten, mould good airproof performance.
In the description of this description, specific features, structure, material or feature can be with suitable mode combinations in any one or more embodiment or example.
The above; it is only the specific embodiment of the present utility model; but protection domain of the present utility model is not limited to this; any be familiar with those skilled in the art the utility model disclose technical scope in; can expect easily changing or replacing, within all should being encompassed in protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of described claim.
Claims (12)
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 shutterings, described multiple Side shuttering removably connects successively and surrounds the first space, the top in described the first space is removably connected with cope match-plate pattern, the common die cavity that forms described concrete member mould of lower surface of the upper surface of described lower bolster, described the first space and described cope match-plate pattern.
2. concrete member mould according to claim 1, it is characterized in that, described multiple Side shuttering comprises interior ring template, outer shroud template and two side templates, described interior 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 interior ring template by side template, the serve as reasons inner surface of described interior ring template of described the first space, the horizontal cross-section that the inner surface of the inner surface of described outer shroud template and described two side templates surrounds is jointly the cylindrical space of fan-shaped annulus, the described die cavity of the common formation of the upper surface of described cylindrical space and described lower bolster and the lower surface of described cope match-plate pattern.
3. concrete member mould according to claim 2, it is characterized in that, described interior ring template and described outer shroud template are semicircular arc plate, described the first space cylindrical space that horizontal cross-section that the inner surface of the inner surface of described interior ring template, described outer shroud template and the inner surface of described two Side shutterings surround is jointly semicircular ring of serving as reasons.
4. according to the concrete member mould described in claim 2 or 3, it is characterized in that, the outer surface of described interior ring template and outer shroud template is equipped with reinforcement, and described reinforcement comprises the modal circumferential stiffening rib that circumferentially arranges along described interior ring template and outer shroud template outer surface and the first vertical strengthening ribs perpendicular to described modal circumferential stiffening rib.
5. according to the concrete member mould described in claim 2 or 3, it is characterized in that, on the outer surface of described Side shuttering, along its width, be provided with cross reinforcing, be provided with along its length the second vertical strengthening ribs, the distribution density of described cross reinforcing increases from top to bottom gradually.
6. according to the concrete member mould described in claim 2 or 3, it is characterized in that, the two ends of described outer shroud template are connected with two described side templates by flange respectively, described two side templates are connected with the two ends of described interior ring template by flange respectively, described lower bolster is connected with the bottom of described outer shroud template and described interior ring template by flange, and described cope match-plate pattern is connected with the top of described outer shroud template and described interior ring template by flange.
7. according to the concrete member mould described in claim 2 or 3, it is characterized in that, described lower bolster, interior ring template, outer shroud template, side template and cope match-plate pattern are detachably spliced by multi-sheets.
8. according to the concrete member mould described in claim 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 be vertically arranged at described wainscot and described base plate between gripper shoe, described gripper shoe comprise along the main supporting plate being arranged circumferentially of described fan-shaped circular ring and along described fan-shaped circular ring radially arrange secondary gripper shoe.
9. concrete member mould according to claim 1, is characterized in that, also comprises vibrator, and described vibrator is evenly arranged on the outer surface of described multiple Side shutterings.
10. concrete member mould according to claim 1, is characterized in that, in the die cavity of described concrete member mould, is provided with built-in fitting, and the magnetic devices of the outer surface of described built-in fitting by being arranged at described concrete member mould is fixed.
11. according to the concrete member mould described in claim 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. according to the concrete member mould described in claim 2 or 3, it is characterized in that, described template, interior ring template, outer shroud template, side template and cope match-plate pattern all adopt high accuracy steel to do and inner surface all passes through grinding process.
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| CN201320782118.5U CN203566830U (en) | 2013-11-27 | 2013-11-27 | Concrete member mould |
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| CN201320782118.5U CN203566830U (en) | 2013-11-27 | 2013-11-27 | Concrete member mould |
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| CN103612323A (en) * | 2013-11-27 | 2014-03-05 | 北京金风科创风电设备有限公司 | Concrete member mould and application thereof |
| CN108505652A (en) * | 2018-04-02 | 2018-09-07 | 中国十七冶集团有限公司 | A kind of curtain wall embedded member fixing device and installation method |
| CN108638322A (en) * | 2018-05-10 | 2018-10-12 | 无锡市政设计研究院有限公司 | Prefabricated post concreting method in a kind of assembled architecture |
| CN109571723A (en) * | 2018-12-05 | 2019-04-05 | 怀化市建新建材有限公司 | It is adapted to the concrete precast block mold of article shape |
-
2013
- 2013-11-27 CN CN201320782118.5U patent/CN203566830U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103612323A (en) * | 2013-11-27 | 2014-03-05 | 北京金风科创风电设备有限公司 | Concrete member mould and application thereof |
| CN103612323B (en) * | 2013-11-27 | 2015-12-02 | 北京金风科创风电设备有限公司 | A kind of concrete member mould and application thereof |
| CN108505652A (en) * | 2018-04-02 | 2018-09-07 | 中国十七冶集团有限公司 | A kind of curtain wall embedded member fixing device and installation method |
| CN108638322A (en) * | 2018-05-10 | 2018-10-12 | 无锡市政设计研究院有限公司 | Prefabricated post concreting method in a kind of assembled architecture |
| CN109571723A (en) * | 2018-12-05 | 2019-04-05 | 怀化市建新建材有限公司 | It is adapted to the concrete precast block mold of article shape |
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