CN110748162B - Turnover device and turnover method of turnover device - Google Patents
Turnover device and turnover method of turnover device Download PDFInfo
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- CN110748162B CN110748162B CN201911046901.3A CN201911046901A CN110748162B CN 110748162 B CN110748162 B CN 110748162B CN 201911046901 A CN201911046901 A CN 201911046901A CN 110748162 B CN110748162 B CN 110748162B
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- 238000000034 method Methods 0.000 title claims abstract description 33
- 230000007306 turnover Effects 0.000 title claims abstract description 17
- 238000009415 formwork Methods 0.000 claims abstract description 144
- 238000010276 construction Methods 0.000 abstract description 21
- 230000008569 process Effects 0.000 abstract description 12
- 229910000831 Steel Inorganic materials 0.000 description 16
- 239000010959 steel Substances 0.000 description 16
- 230000000694 effects Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005267 amalgamation Methods 0.000 description 2
- 238000009432 framing Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
- E04G19/003—Arrangements for stabilising the forms or for moving the forms from one place to another
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/04—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for structures of spherical, spheroid or similar shape, or for cupola structures of circular or polygonal horizontal or vertical section; Inflatable forms
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Abstract
The invention provides a mold overturning device and a mold overturning method, wherein the mold overturning device comprises: at least two layers of templates are arranged in parallel; the connecting piece is suitable for being embedded in concrete and fixing any layer of template; wherein, the connecting piece is detachably connected with the template. The invention provides turnover formwork equipment which comprises at least two layers of formworks and connecting pieces, wherein the at least two layers of formworks are arranged in parallel, the formwork at the bottom can support the formwork above, and the connecting pieces are embedded in concrete, wherein the connecting pieces are detachably connected with the formworks, so that after the concrete corresponding to the formworks is poured and reaches certain strength, the connecting pieces on the formwork at the bottom can be detached, the formworks are moved to be positioned above the formwork above and are fixed through the connecting pieces again, a pump station and a scaffold are not needed in the whole process, the structure is simple, the construction difficulty is reduced, and the construction cost is reduced.
Description
Technical Field
The invention relates to the technical field of mold overturning equipment, in particular to mold overturning equipment and a mold overturning and lifting method of the mold overturning equipment.
Background
At present, in the related art, for a cylindrical steel ladle concrete structure, when a layer of concrete material is poured on the surface of a steel plate in a cylinder, the construction of a full-framing formwork erection is generally manually built from the cylinder bottom, the full-framing formwork erection is higher and higher along with the continuous increase of the depth, the construction is difficult, the time and the material are consumed, and a pump station, a control system and the like are required to be configured by adopting construction processes such as a sliding mode and a creeping formwork, and the construction is complex.
Disclosure of Invention
The present invention is directed to solving at least one of the problems of the prior art or the related art.
To this end, a first aspect of the invention provides an overmolding apparatus.
The invention also provides a turnover method of the turnover device.
In view of the above, a first aspect of the present invention provides an rollover apparatus, comprising: at least two layers of templates are arranged in parallel; the connecting piece is suitable for being embedded in concrete and fixing any layer of template; wherein, the connecting piece is detachably connected with the template.
The invention provides turnover formwork equipment which comprises at least two layers of formworks and connecting pieces, wherein the at least two layers of formworks are arranged in parallel, the formwork at the bottom can support the formwork above, and the connecting pieces are embedded in concrete, wherein the connecting pieces are detachably connected with the formworks, so that after the concrete corresponding to the formworks is poured and reaches certain strength, the connecting pieces on the formwork at the bottom can be detached, the formworks are moved to be positioned above the formwork above and are fixed through the connecting pieces again, a pump station and a scaffold are not needed in the whole process, the structure is simple, the construction difficulty is reduced, and the construction cost is reduced.
According to the invention, the above-mentioned mold overturning device can also have the following additional technical features:
in the above technical solution, further, the template includes a plurality of sub-templates, and the plurality of sub-templates are combined to form the template.
In this technical scheme, the template includes a plurality of submodels, and a plurality of submodels amalgamation becomes the template, can be according to the template of actual construction situation amalgamation into different shapes when needs use the template, can split apart the template when the construction is accomplished to reduce the space that the template occupy, and then be convenient for transportation and storage.
In any of the above technical solutions, further, the sub-template includes: the connecting piece is configured to be suitable for fixing the body through the through hole; the supporting piece is connected with the body; the operation platform and the support piece are located on the same side of the body, one end of the operation platform is connected with the body, the other end of the operation platform is connected with the support piece, and the support piece is configured to be suitable for supporting the operation platform.
In this technical scheme, the submodule includes the body and sets up support piece and the operation platform on the body, and support piece is connected with operation platform in order to support operation platform, and then constructor can stand and pour the concrete on operation platform. Wherein the support member and the concrete are located on a side of the body facing away from the concrete.
In any of the above technical solutions, further, the operation platform is hinged with the body; the body is detachably connected with the support piece.
In this technical scheme, operation platform is articulated mutually with the body, and the body is detachable with support piece and is connected, and then when need not using operation platform, can pack up operation platform, opens operation platform when needs use operation platform.
In any of the above technical solutions, further, the sub-template further includes: the pin shaft, support piece and body are connected through the pin shaft.
In this technical scheme, the submodule includes the round pin axle, and support piece is connected through the round pin axle with the body, and then is convenient for the dismantlement of support piece and body to realize operating platform's packing up and opening.
In any of the above technical solutions, further, the connecting member includes: an embedment configured to be suitable for embedment in concrete; and the fastening piece is respectively connected with the embedded part and the body.
In the technical scheme, the connecting piece comprises an embedded part and a fastening piece, the embedded part is welded on the steel structure and is embedded in concrete after construction is completed, and the fastening piece is connected with the embedded part and the body respectively so as to fix the body through the embedded part.
In any of the above aspects, further, the fastener includes: a first fastener; the second fastener comprises a stopping part and a connecting part connected with the stopping part; the connecting part fixing template is characterized in that one end of the first fastening part is connected with the embedded part, the other end of the first fastening part abuts against one side, away from the supporting part, of the body, the stopping part is located on one side, away from the embedded part, of the body, and the connecting part penetrates through the through hole from one side, away from the embedded part, of the body and is connected with the first fastening part.
In the technical scheme, the fastening piece comprises a first fastening piece and a second fastening piece, the second fastening piece comprises a stopping portion and a connecting portion, when the template is installed, the first fastening piece is arranged on one side, facing the embedded part, of the body, one end of the first fastening piece is connected with the embedded part, the other end of the first fastening piece abuts against the body, the second fastening piece penetrates through the through hole from one side, facing away from the first fastening piece, of the body, specifically, the connecting portion penetrates through the through hole to be connected with the first fastening piece, the size of the stopping portion is larger than that of the through hole, and therefore the stopping portion is still left on one side, facing away from the first fastening piece, of the body so that the body is fixed on the first fastening piece through the stopping portion and the connecting portion.
In any of the above solutions, further, the first fastening member is tapered, and the taper is a hollow structure, and the embedded part and the second fastening member are configured to be adapted to extend into the hollow structure to be connected with the first fastening member.
In this technical scheme, first fastener is the toper, and conical first fastener one end is connected with the built-in fitting, and the other end butt is on the body, and then all carries on spacingly to each direction of body with the second fastener, has improved the reliability of rollover equipment for this structure is very stable, has improved the fixed effect to the body, and simultaneously, first fastener is hollow structure, has alleviateed weight, and then has reduced manufacturing cost.
In any of the above technical solutions, further, the embedded part and the first fastening part are in threaded connection.
In the technical scheme, the embedded part is in threaded connection with the first fastening piece, so that the embedded part and the first fastening piece are convenient to detach and mount.
In any of the above technical solutions, further, the second fastening member is in threaded connection with the first fastening member.
In this technical scheme, be threaded connection between second fastener and the first fastener, and then be convenient for the detachable connection between first fastener and the second fastener.
In any of the above technical solutions, further, the number of layers of at least two layers of templates is three.
In the technical scheme, the number of layers of the template of the turnover device is three, so that two layers of templates can be turned over and lifted each time, and the construction efficiency is improved.
According to a second aspect of the present invention, there is further provided a turning-up method for a mold turning-up device, which is used for the mold turning-up device provided in any one of the technical solutions of the first aspect, and the turning-up method includes: fixing at least two layers of formworks and pouring concrete into the formworks; separating at least one layer of template below the uppermost layer of template from the connecting piece and moving the template to the position above the uppermost layer of template based on the strength of the concrete being greater than or equal to the strength threshold value; and fixing the moved template.
In the technical scheme, all the formworks are fixed on the connecting pieces, concrete is poured between the formworks and a steel structure in the ladle concrete, and when the strength of the concrete is greater than or equal to a strength threshold value, the turning-up operation can be carried out, wherein the connecting pieces corresponding to at least one layer of formwork below the uppermost formwork are disassembled, namely the formworks are separated from the connecting pieces, the formworks separated from the connecting pieces are moved to the uppermost formwork, the formworks are further fixed, and then the turning-up process is completed.
In the above technical solution, further, before the step of separating at least one formwork located below the uppermost formwork from the connecting member and moving the formwork to above the uppermost formwork in the at least two formworks based on the strength of the concrete being greater than or equal to the strength threshold, the method further includes: separating a support of the rollover equipment from a body of the rollover equipment to retract an operating platform of the rollover equipment; after the step of fixing the moved template, further comprising: and connecting the support piece with the body to support the operating platform of the rollover equipment.
In the technical scheme, before the formwork is lifted, the operation platform is retracted to make the inner space of the cylindrical ladle concrete available, so that the formwork is conveniently lifted, and particularly, the movement of the formwork can be realized by retracting the operation platform in a narrow space; after the formwork movement is completed, the work platform is again erected for the placement workers to stand on to pour concrete.
In the above technical solution, further, the step of fixing at least two layers of formworks and pouring concrete into the formworks specifically includes: pre-burying at least one layer of pre-buried parts corresponding to the template; fixing the template according to the fastener and the embedded part of the turnover equipment; pouring concrete into the template; and installing the rest formworks in the at least two layers of formworks above the formworks based on the strength of the concrete being more than or equal to the strength threshold, and pouring the concrete into the rest formworks.
In the technical scheme, when at least two layers of templates are fixed, the lower template can be fixed firstly, concrete is poured between the template and the steel structure after the template is fixed, when the strength of the concrete reaches a strength threshold value, for example, when the strength of the concrete is enough to support at least one template, other templates in the at least two templates are installed above the template, and the concrete is poured continuously to ensure the stability of the structure, and further, after the at least two templates are installed for the first time, the template lifting operation is carried out after the lower template reaches the demolding strength.
Additional aspects and advantages of the invention will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention.
Drawings
The above and/or additional aspects and advantages of the present invention will become apparent and readily appreciated from the following description of the embodiments, taken in conjunction with the accompanying drawings of which:
FIG. 1 shows a schematic structural diagram of an overmolding apparatus of one embodiment of the invention;
FIG. 2 is another schematic diagram of the construction of an overmold apparatus of one embodiment of the present invention;
FIG. 3 is a schematic view of an open configuration of an operator station according to an embodiment of the present invention;
FIG. 4 is a schematic view of the stowing of the operator platform according to one embodiment of the invention;
FIG. 5 is a schematic structural view of a connector mounting body according to an embodiment of the present invention;
FIG. 6 shows a schematic diagram of the process of upending of an overmold apparatus of one embodiment of the present invention;
FIG. 7 shows another process schematic of the upending of the overmold device of one embodiment of the present invention;
fig. 8 shows a flow chart of a lifting method of the rollover device according to an embodiment of the invention;
fig. 9 shows another flow chart of the lifting method of the mold overturning device according to one embodiment of the invention.
Wherein, the correspondence between the reference numbers and the part names in fig. 1 to 7 is:
100, 102, 1020, 1022, 1024, third-layer, 104, 106 sub-templates, 108, 110, 112, 114, pin, 116, 118, first fastener, 120, second fastener, 200, 300 concrete.
Detailed Description
In order that the above objects, features and advantages of the present invention can be more clearly understood, a more particular description of the invention will be rendered by reference to the appended drawings. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those specifically described herein, and therefore the scope of the present invention is not limited by the specific embodiments disclosed below.
The following describes an rollover apparatus 100 and a rollover method of the rollover apparatus 100 according to some embodiments of the present invention with reference to fig. 1 to 9.
The first embodiment is as follows:
as shown in fig. 1 and 2, according to an embodiment of the first aspect of the present invention, the present invention proposes an overmolding apparatus 100 comprising: at least two layers of forms 102 and connectors 104.
Specifically, at least two layers of the formworks 102 are arranged side by side, and the connecting member 104 is configured to be embedded in the concrete 300 and fix any one layer of the formworks 102, wherein the connecting member 104 is detachably connected with the formworks 102.
As shown in fig. 2, the rollover equipment 100 provided by the invention comprises at least two layers of formworks 102 and connecting pieces 104, wherein the at least two layers of formworks 102 are arranged in parallel, the formwork 102 at the bottom can support the formwork 102 above, and the connecting pieces 104 are embedded in concrete 300, wherein the connecting pieces 104 are detachably connected with the formworks 102, so that after the concrete 300 corresponding to the formwork 102 is poured and reaches a certain strength, the connecting pieces 104 on the formwork 102 at the bottom can be detached, the formwork 102 is moved to be positioned above the formwork 102 above and is fixed again through the connecting pieces 104, a pump station and a scaffold are not needed in the whole process, the structure is simple, the construction difficulty is reduced, and the construction cost is reduced.
Specifically, as shown in fig. 1, the work to be constructed is ladle concrete 200, and the connecting member 104 is welded to a steel structure of the ladle concrete 200 to support the formwork 102 corresponding thereto through the connecting member 104. It is understood that after the concrete 300 is cast on the steel plate surface of the ladle concrete 200, the portion of the connector 104 for embedding may be embedded in the cast concrete 300.
In particular, the connector 104 is configured to be adapted to be secured to a structure to be constructed. Further, the embedments 116 in the connection members 104 are configured to be adapted to be fixed to the structure to be constructed.
At least two layers of the formworks 102 can be continuously lifted through the connection of the connecting pieces 104, and then the concrete 300 can be gradually poured on the surface of a steel structure or other concrete 300, it can be understood that lifting is a process of moving the formwork 102 located at the lower layer onto the formwork 102 at the upper layer, for example, when the number of the formworks 102 is two, after the concrete 300 is poured at the position corresponding to the two layers of the formworks 102 and the demolding strength is reached, the connecting pieces 104 corresponding to the formwork 102 at the lower layer are removed from the formwork 102, the formwork 102 is moved onto the formwork 102 at the upper layer, that is, the bottom of the formwork 102 is placed on the upper portion of the formwork 102 at the upper layer to support the moved formwork 102, and the process is lifting of the formwork 102. Because the connecting piece 104 is detachable from the templates 102, at least two templates 102 can be continuously lifted.
Further, at least two layers of the formworks 102 are arranged in the vertical direction, and the number of the connecting members 104 is plural.
Example two:
according to an embodiment of the invention, comprising the features as defined in the above embodiment, and further: the template 102 includes a plurality of sub-templates 106, and the plurality of sub-templates 106 are assembled to form the template 102.
In this embodiment, the form 102 includes a plurality of sub-forms 106, the sub-forms 106 are assembled into the form 102, when the form 102 is needed, the form 102 can be assembled into forms 102 with different shapes according to actual construction conditions, and when the construction is completed, the form 102 can be disassembled to reduce the space occupied by the form 102, thereby facilitating transportation and storage.
Specifically, the form 102 may be assembled according to the inner shape of the structure of the ladle concrete 200 in a cylindrical shape.
Further, as shown in fig. 3 and 4, the sub-template 106 includes: a body 108, the body 108 being provided with a through hole, the connector 104 being configured to be suitable for fixing the body 108 through the through hole; a support member 110, the support member 110 being connected to the body 108; an operation platform 112, the operation platform 112 and the support 110 are located on the same side of the body 108, one end of the operation platform 112 is connected to the body 108, and the other end is connected to the support 110, and the support 110 is configured to support the operation platform 112.
In this embodiment, the sub-template 106 includes a body 108, and a support member 110 and an operation platform 112 disposed on the body 108, wherein the support member 110 is connected with the operation platform 112 to support the operation platform 112, so that a constructor can stand on the operation platform 112 to pour the concrete 300. Wherein the support 110 and the concrete 300 are located on a side of the body 108 facing away from the concrete 300.
Further, the operation platform 112 is hinged with the body 108; the body 108 and the support 110 are detachably connected.
In this embodiment, the operation platform 112 is hinged to the body 108, and the body 108 is detachably connected to the support 110, so that the operation platform 112 can be folded when the operation platform 112 is not needed to be used, and the operation platform 112 can be unfolded when the operation platform 112 is needed to be used.
Specifically, as shown in fig. 4, when the operation platform 112 is not needed, for example, the operation platform 112 can be retracted to fit a narrow space during transportation, specifically, the support member 110 can be separated from the body 108, and the support member 110 no longer supports the operation platform 112, and since the operation platform 112 is hinged to the body 108, the operation platform 112 can be lowered to reduce the occupied area of the whole formwork 102. Similarly, as shown in FIG. 3, when the operation platform 112 is needed, the support member 110 can be connected to the body 108 to open the operation platform 112.
Further, as shown in fig. 3 and 4, the sub-template 106 further includes: a pin 114, and the support 110 is connected to the body 108 via the pin 114.
In this embodiment, the sub-template 106 includes a pin 114, and the support 110 is connected to the body 108 via the pin 114, so as to facilitate the detachment of the support 110 from the body 108, thereby enabling the operation platform 112 to be folded and unfolded.
Furthermore, a connecting structure is disposed on the sub-template 106, an opening is disposed on the connecting structure, an opening is also disposed on the supporting member 110, and the pin 114 passes through the opening on the connecting structure and the opening on the supporting member 110 to fix the supporting member 110 on the body 108.
Further, the support 110 may also be a crank link structure or a crank slider structure, so as to achieve the folding and unfolding of the operation platform 112.
Example three:
as shown in fig. 5, according to an embodiment of the present invention, the features defined in the above embodiment are included, and further: the connector 104 includes: an embedment 116, the embedment 116 being configured to be pre-embedded in concrete 300; fasteners are coupled to the embedment 116 and the body 108, respectively.
In this embodiment, the connecting member 104 includes an embedded part 116 and a fastening member, the embedded part 116 is welded to the steel structure and embedded in the concrete 300 after the construction is completed, and the fastening member is respectively connected to the embedded part 116 and the body 108 to fix the body 108 through the embedded part 116.
Specifically, the fastening member is detachably connected with the body 108, and the fastening member can be reused in the construction process, that is, the fastening member can continue to be connected with the embedded part 116 corresponding to the lifted formwork 102 and the lifted formwork 102 along with the lifting of the formwork 102, so that the production cost is reduced. It will be appreciated that the embedment 116 and the supports 110 and the support platform are located on either side of the body 108 to enable a constructor to stand on the support platform to pour concrete 300 onto the other side of the body 108 and to embed the embedment 116 in the concrete 300.
Further, the number of embedments 116 is plural, and the number of fasteners may be the same as the number of forms 102 or may be redundant with the number of forms 102.
Further, the fastener includes: a first fastener 118; a second fastening member 120, the second fastening member 120 including a stopper portion and a connecting portion connected to the stopper portion; the template 102 is fixed based on the connecting piece 104, one end of the first fastening piece 118 is connected with the embedded part 116, the other end of the first fastening piece abuts against one side of the body 108, which is far away from the supporting piece 110, the stopping part is located on one side of the body 108, which is far away from the embedded part 116, and the connecting part penetrates through the through hole from one side of the body 108, which is far away from the embedded part 116, to be connected with the first fastening piece 118.
In this embodiment, the fastening member includes a first fastening member 118 and a second fastening member 120, the second fastening member 120 includes a stopping portion and a connecting portion, wherein, when the formwork 102 is installed, the first fastening member 118 is disposed on a side of the body 108 facing the embedment 116, and one end of the first fastening member 118 is connected with the embedment 116 and the other end abuts on the body 108, the second fastening member 120 passes through the through hole from a side of the body 108 facing away from the first fastening member 118, specifically, the connecting portion passes through the through hole to be connected with the first fastening member 118, wherein the size of the stopping portion is larger than that of the through hole, so that the stopping portion remains on a side of the body 108 facing away from the first fastening member 118 to fix the body 108 on the first fastening member 118 through the stopping portion and the connecting portion.
Example four:
as shown in fig. 5, according to an embodiment of the present invention, the method includes the features defined in embodiment three, and further: the first fastener 118 is tapered and has a hollow structure, and the embedment member 116 and the second fastener 120 are configured and adapted to extend into the hollow structure to be coupled to the first fastener 118.
In this embodiment, the first fastening member 118 is tapered, one end of the tapered first fastening member 118 is connected to the embedded part 116, and the other end of the tapered first fastening member 118 abuts against the body 108, so that the tapered first fastening member and the second fastening member 120 limit the body 108 in all directions, thereby improving the reliability of the rollover device 100, enabling the structure to be very stable, improving the fixing effect on the body 108, and meanwhile, the first fastening member 118 is a hollow structure, so that the weight is reduced, and the production cost is reduced.
Specifically, the first fastener 118 is a cone.
Further, the embedment 116 is threadedly coupled to the first fastener 118.
In this embodiment, the embedment 116 and the first fastener 118 are threadedly coupled to each other, thereby facilitating the removal and installation of the embedment 116 and the first fastener 118.
Further, the second fastening member 120 is threadedly coupled to the first fastening member 118.
In this embodiment, the second fastener 120 is threadably coupled to the first fastener 118, thereby facilitating a removable coupling between the first fastener 118 and the second fastener 120.
Specifically, the embedded part 116 and the second fastening part 120 are bolt or screw structures, and a first thread corresponding to the embedded part 116 and a second thread corresponding to the second fastening part 120 are respectively arranged in a hollow cavity of the first fastening part 118.
Example five:
as shown in fig. 2, according to an embodiment of the present invention, the features defined in the above embodiment are included, and further: the at least two layers of the template 102 are three layers.
In this embodiment, the number of layers of the formwork 102 of the rollover device 100 is three, so that two layers of the formwork 102 can be lifted each time, and the construction efficiency is improved.
Specifically, when turning, the turning can be started from the bottommost form 102, that is, the bottommost form 102 is removed, and at least one layer of form 102 is stationary when turning, so as to support the moved form 102.
Example six:
as shown in fig. 2, according to an embodiment of the present invention, the present invention provides an rollover apparatus 100, the rollover apparatus 100 includes three layers of forms 102 and a plurality of connectors 104 for fixing the forms 102, the three layers of forms 102 are arranged in a vertical direction, and the lower layer of forms 102 supports the upper layer of forms 102. As shown in fig. 5, the connecting member 104 includes an embedded part 116 and a fastening member, when a layer of concrete 300 is poured on the surface of a steel plate in a cylindrical ladle concrete 200 structure, the embedded part 116 is welded on the steel plate, each layer of formwork 102 is divided into a plurality of sub-formworks 106 according to the internal space of the ladle concrete 200, each sub-formwork 106 is provided with at least one through hole for the fastening member to pass through, as shown in fig. 3 and 4, each sub-formwork 106 is further provided with an operating platform 112 and a supporting member 110 for supporting the operating platform 112, wherein the operating platform 112 is hinged to the body 108 of the sub-formwork 106 to retract and open the operating platform 112, two ends of the supporting member 110 are hinged to the body 108 and the operating platform 112 respectively, as shown in fig. 3, when construction on the operating platform 112 is required, a pin 114 at the hinge of the supporting member 110 and the body 108 is installed, the operating platform 112 is supported by the support 110, as shown in fig. 4, when the formwork 102 needs to be turned over, the pin 114 at the hinge joint of the body 108 and the support 110 is pulled out, and the operating platform 112 is retracted, so that the space in the cylindrical steel structure is enlarged.
Further, the embedded part 116 is a screw, the fastener includes a first fastener 118 and a second fastener 120, the first fastener 118 is a cone, and the second fastener 120 is a bolt, wherein the screw can be welded on the steel structure surface of the ladle concrete 200, the cone is installed on the screw by means of threaded connection, the bolt passes through a through hole on the body 108 and is installed on the cone by means of threaded connection, and then the effect of fixing the daughter formwork 106 is achieved.
Further, the bolt is removed before demolding, the cone is removed after demolding, and the hole left after the cone is taken out is filled with concrete 300.
Example seven:
as shown in fig. 2, according to an embodiment of the present invention, the rollover apparatus 100 includes three layers of templates 102, which are a first layer of templates 1020, a second layer of templates 1022, and a third layer of templates 1024 from bottom to top, respectively, of the templates 102. When the formwork 102 is lifted, the embedded parts 116 required by the first layer formwork 1020 and the second layer formwork 1022 are welded on the steel structure surface of the existing ladle concrete 200, the first layer formwork 1020 and the second layer formwork 1022 at the bottom are installed by using the conical cylinders (the first fasteners 118) and the bolts (the second fasteners 120), the first layer formwork 1020 and the second layer formwork 1022 are temporarily reinforced, and the required concrete 300 is poured into the first layer formwork 1020 and the second layer formwork 1022. After the concrete 300 reaches a strength threshold value (can support a third layer of formwork 1024), installing an embedded part 116 and a third layer of formwork 1024 corresponding to the third layer of formwork 1024, wherein the third layer of formwork 1024 is fixed on the lower layer of formwork 102 and is reinforced through the embedded part 116, and then pouring the required concrete 300 into the third layer of formwork 1024. As shown in fig. 6, after the bottom two-layer concrete 300 reaches the demolding strength, the bolts corresponding to the bottom two-layer formwork 102 are removed, the pin shafts 114 corresponding to the bottom two-layer formwork 102 are pulled out to retract each operating platform 112, so that the formwork 102 is separated from the surface of the concrete 300, demolding is completed, as shown in fig. 7, then the bottom two-layer formwork 102 is sequentially lifted from the middle of the structure to the upper part of the third-layer formwork 1024 by using hoisting equipment, the lifting sequence is that the bottommost part is lifted first, and after the formwork 102 is adjusted in place, the operating platforms 112 are lifted by the mounting pin shafts 114 to pour the concrete 300. The form 102 is raised two levels at a time, with the bottom level serving as the upper support, until the entire pour is completed.
Example eight:
according to a second aspect of the present invention, a method for lifting an overturning device is also provided, which is used for the overturning device provided in any one of the technical solutions of the first aspect.
Fig. 8 shows a schematic flow chart of a lifting method of an apparatus for transferring molds according to the present invention, as shown in fig. 8, the method includes:
step 702: fixing at least two layers of formworks and pouring concrete into the formworks;
step 704: separating at least one layer of template below the uppermost layer of template from the connecting piece and moving the template to the position above the uppermost layer of template based on the strength of the concrete being greater than or equal to the strength threshold value;
step 706: and fixing the moved template.
In the technical scheme, all the formworks are fixed on the connecting pieces, concrete is poured between the formworks and a steel structure in the ladle concrete, and when the strength of the concrete is greater than or equal to a strength threshold value, the turning-up operation can be carried out, wherein the connecting pieces corresponding to at least one layer of formwork below the uppermost formwork are disassembled, namely the formworks are separated from the connecting pieces, the formworks separated from the connecting pieces are moved to the uppermost formwork, the formworks are further fixed, and then the turning-up process is completed.
Specifically, in the overturning and lifting process, at least the uppermost formwork is kept still to support the overturned and lifted formwork. Wherein, the connecting piece plays fixed effect to the template, and the concrete after reaching the intensity threshold value also plays certain supporting role to the template, and then has guaranteed the stability of structure.
Specifically, the strength threshold may be set according to actual conditions, for example, the strength of the concrete can support the weight of at least one layer of formwork and/or the weight of a constructor, and the value range of the strength threshold may be any value from 15MPa to 70MPa, or other values smaller than 15MPa or larger than 70 MPa.
Example nine:
fig. 9 shows a schematic flow chart of a lifting method of an apparatus for transferring molds according to the present invention, as shown in fig. 9, the method includes:
step 802: pre-burying at least one layer of pre-buried parts corresponding to the template;
step 804: fixing the template according to the fastener and the embedded part of the turnover equipment;
step 806: pouring concrete into the template;
step 808: installing the rest formworks in at least two layers of formworks above the formworks based on the strength of the concrete being more than or equal to the strength threshold, and pouring concrete into the rest formworks;
step 810: separating a support of the rollover equipment from a body of the rollover equipment to retract an operating platform of the rollover equipment;
step 812: separating at least one layer of template below the uppermost layer of template from the connecting piece and moving the template to the position above the uppermost layer of template based on the strength of the concrete being greater than or equal to the strength threshold value;
step 814: connecting the support piece with the body to support an operating platform of the turnover device;
step 816: and fixing the moved template.
In the technical scheme, before the formwork is lifted, the operation platform is retracted to make the inner space of the cylindrical ladle concrete available, so that the formwork is conveniently lifted, and particularly, the movement of the formwork can be realized by retracting the operation platform in a narrow space; after the formwork movement is completed, the work platform is again erected for the placement workers to stand on to pour concrete.
In the technical scheme, when at least two layers of templates are fixed, the lower template can be fixed firstly, concrete is poured between the template and the steel structure after the template is fixed, when the strength of the concrete reaches a strength threshold value, for example, when the strength of the concrete is enough to support at least one template, other templates in the at least two templates are installed above the template, and the concrete is poured continuously to ensure the stability of the structure, and further, after the at least two templates are installed for the first time, the template lifting operation is carried out after the lower template reaches the demolding strength.
In the present invention, the term "plurality" means two or more unless explicitly defined otherwise. The terms "mounted," "connected," "fixed," and the like are to be construed broadly and include, for example, fixed connections, detachable connections, or integral connections; "coupled" may be direct or indirect through an intermediary. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In the description herein, the description of the terms "one embodiment," "some embodiments," "specific embodiments," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. An overmolding apparatus, comprising:
the at least two layers of templates are arranged in parallel;
a connector configured to be pre-buried in concrete and to secure any one of the layers of the formwork;
the connecting piece is detachably connected with the template;
the template comprises a plurality of sub-templates which are spliced into the template;
the sub-template comprises:
a body provided with a through hole, the connector being configured to be suitable for fixing the body through the through hole;
a support member coupled to the body;
the operating platform and the supporting piece are located on the same side of the body, one end of the operating platform is connected with the body, the other end of the operating platform is connected with the supporting piece, and the supporting piece is configured to be suitable for supporting the operating platform.
2. The overmolding device according to claim 1,
the operating platform is hinged with the body;
the body and the support piece are detachably connected.
3. The overmolded apparatus of claim 2 wherein said sub-template further comprises:
the supporting piece is connected with the body through the pin shaft.
4. The overmolding device according to any one of claims 1 to 3, characterized in that the connector comprises:
an embedment configured to be suitable for embedment in concrete;
and the fastening pieces are respectively connected with the embedded parts and the body.
5. The overmolded apparatus of claim 4 wherein said fastener comprises:
a first fastener;
the second fastener comprises a stopping part and a connecting part connected with the stopping part;
the template is fixed based on the connecting piece, one end of the first fastening piece is connected with the embedded part, the other end of the first fastening piece abuts against one side of the body, which is far away from the supporting piece, the stopping part is located on one side of the body, which is far away from the embedded part, and the connecting part penetrates through the through hole from one side of the body, which is far away from the embedded part, to be connected with the first fastening piece.
6. An overmolding device according to claim 5,
the first fastening piece is in a conical shape, the conical shape is a hollow structure, and the embedded part and the second fastening piece are configured to be suitable for extending into the hollow structure to be connected with the first fastening piece.
7. An overmolding device according to claim 6,
the embedded part is in threaded connection with the first fastening piece; and/or
The second fastener is in threaded connection with the first fastener; and/or
The number of the at least two layers of templates is three.
8. A turnover method of an turnover device for the turnover device of any one of claims 1 to 7, characterized by comprising:
fixing the at least two layers of formworks and pouring concrete into the formworks;
separating at least one layer of the formwork below the uppermost formwork from the connecting piece and moving the formwork above the uppermost formwork based on the strength of the concrete being greater than or equal to a strength threshold;
and fixing the moved template.
9. The method for turning up an overmold apparatus as recited in claim 8,
before the step of separating at least one formwork below the uppermost formwork from the connecting member and moving the formwork above the uppermost formwork in the at least two formworks based on the strength of the concrete being greater than or equal to a strength threshold, the method further includes:
separating a support of the rollover apparatus from a body of the rollover apparatus to stow an operating platform of the rollover apparatus;
after the step of fixing the moved template, further comprising:
and connecting the support piece with the body to support an operating platform of the rollover equipment.
10. The method for turning up the rollover equipment according to claim 9, wherein the step of fixing the at least two layers of forms and pouring concrete into the forms specifically comprises:
embedding at least one layer of embedded parts corresponding to the template;
fixing the template according to the fastener of the rollover equipment and the embedded part;
pouring concrete into the formwork;
and installing the rest of the templates in the at least two layers of templates on the templates and pouring concrete into the rest of the templates based on the strength of the concrete being greater than or equal to the strength threshold value.
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| CN201911046901.3A CN110748162B (en) | 2019-10-30 | 2019-10-30 | Turnover device and turnover method of turnover device |
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| CN201911046901.3A CN110748162B (en) | 2019-10-30 | 2019-10-30 | Turnover device and turnover method of turnover device |
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Citations (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09317171A (en) * | 1996-05-27 | 1997-12-09 | Mirai Ind Co Ltd | Pressing method of concrete embedded structure onto form and pressing tool therefor |
| JP2000129920A (en) * | 1998-10-21 | 2000-05-09 | Taisei Corp | TAPERED NUT FOR POSITIONING Pca COLUMN MAIN REINFORCEMENT, AND POSITIONING METHOD USING IT |
| CN102505837A (en) * | 2011-11-21 | 2012-06-20 | 中交二航局第四工程有限公司 | Template for large-volume concrete casting |
| CN202731279U (en) * | 2012-08-27 | 2013-02-13 | 中建七局第三建筑有限公司 | Climbing cone embedding system |
| CN204112713U (en) * | 2014-09-24 | 2015-01-21 | 中建一局集团建设发展有限公司 | Enhancement mode creeping formwork embedded part |
| CN104863060A (en) * | 2015-05-23 | 2015-08-26 | 中国建筑第七工程局有限公司 | Leaning-tower template system and construction method adopting leaning-tower template system |
| CN205206304U (en) * | 2015-12-14 | 2016-05-04 | 中交一公局第三工程有限公司 | Novel creeping formwork support body |
| CN206408920U (en) * | 2016-12-16 | 2017-08-15 | 中建三局第一建设工程有限责任公司 | A kind of collapsible operating platform for narrow space |
| CN206680962U (en) * | 2017-03-21 | 2017-11-28 | 中国葛洲坝集团三峡建设工程有限公司 | Hydraulic self-lifting truss-like cantilever heavy type arch dam template system |
| CN108018781A (en) * | 2017-12-18 | 2018-05-11 | 中建三局集团有限公司 | A kind of big segment double-template system of self-crawling type and its construction method for bridge tower construction |
| CN207646887U (en) * | 2017-12-04 | 2018-07-24 | 中国路桥工程有限责任公司 | One kind climbing cone embedded system |
| CN207998796U (en) * | 2018-02-11 | 2018-10-23 | 湖北旺科模板有限公司 | Hydraulic automatic jumping mould bases |
| CN108755441A (en) * | 2018-08-07 | 2018-11-06 | 宁波交通工程建设集团有限公司 | Variable cross-section high pier overmolded structure and construction method |
| CN109267748A (en) * | 2018-09-26 | 2019-01-25 | 中国建筑局（集团）有限公司 | Construction method and device for overlong outrigger truss creeping formwork frame body |
| WO2019068228A1 (en) * | 2017-10-08 | 2019-04-11 | 朱子毅 | Formwork adjustment tool for railway bridge formwork |
| CN109989348A (en) * | 2019-03-12 | 2019-07-09 | 中交一公局桥隧工程有限公司 | Cantilever formwork for concrete construction and construction method thereof |
| CN110004834A (en) * | 2019-04-19 | 2019-07-12 | 中交第二航务工程局有限公司 | A kind of automatic climbing platform for hanging cable construction |
| CN209228036U (en) * | 2018-11-28 | 2019-08-09 | 中国建筑第四工程局有限公司 | Hydraulic climbing formwork pre-buried mechanism |
-
2019
- 2019-10-30 CN CN201911046901.3A patent/CN110748162B/en active Active
Patent Citations (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09317171A (en) * | 1996-05-27 | 1997-12-09 | Mirai Ind Co Ltd | Pressing method of concrete embedded structure onto form and pressing tool therefor |
| JP2000129920A (en) * | 1998-10-21 | 2000-05-09 | Taisei Corp | TAPERED NUT FOR POSITIONING Pca COLUMN MAIN REINFORCEMENT, AND POSITIONING METHOD USING IT |
| CN102505837A (en) * | 2011-11-21 | 2012-06-20 | 中交二航局第四工程有限公司 | Template for large-volume concrete casting |
| CN202731279U (en) * | 2012-08-27 | 2013-02-13 | 中建七局第三建筑有限公司 | Climbing cone embedding system |
| CN204112713U (en) * | 2014-09-24 | 2015-01-21 | 中建一局集团建设发展有限公司 | Enhancement mode creeping formwork embedded part |
| CN104863060A (en) * | 2015-05-23 | 2015-08-26 | 中国建筑第七工程局有限公司 | Leaning-tower template system and construction method adopting leaning-tower template system |
| CN205206304U (en) * | 2015-12-14 | 2016-05-04 | 中交一公局第三工程有限公司 | Novel creeping formwork support body |
| CN206408920U (en) * | 2016-12-16 | 2017-08-15 | 中建三局第一建设工程有限责任公司 | A kind of collapsible operating platform for narrow space |
| CN206680962U (en) * | 2017-03-21 | 2017-11-28 | 中国葛洲坝集团三峡建设工程有限公司 | Hydraulic self-lifting truss-like cantilever heavy type arch dam template system |
| WO2019068228A1 (en) * | 2017-10-08 | 2019-04-11 | 朱子毅 | Formwork adjustment tool for railway bridge formwork |
| CN207646887U (en) * | 2017-12-04 | 2018-07-24 | 中国路桥工程有限责任公司 | One kind climbing cone embedded system |
| CN108018781A (en) * | 2017-12-18 | 2018-05-11 | 中建三局集团有限公司 | A kind of big segment double-template system of self-crawling type and its construction method for bridge tower construction |
| CN207998796U (en) * | 2018-02-11 | 2018-10-23 | 湖北旺科模板有限公司 | Hydraulic automatic jumping mould bases |
| CN108755441A (en) * | 2018-08-07 | 2018-11-06 | 宁波交通工程建设集团有限公司 | Variable cross-section high pier overmolded structure and construction method |
| CN109267748A (en) * | 2018-09-26 | 2019-01-25 | 中国建筑局（集团）有限公司 | Construction method and device for overlong outrigger truss creeping formwork frame body |
| CN209228036U (en) * | 2018-11-28 | 2019-08-09 | 中国建筑第四工程局有限公司 | Hydraulic climbing formwork pre-buried mechanism |
| CN109989348A (en) * | 2019-03-12 | 2019-07-09 | 中交一公局桥隧工程有限公司 | Cantilever formwork for concrete construction and construction method thereof |
| CN110004834A (en) * | 2019-04-19 | 2019-07-12 | 中交第二航务工程局有限公司 | A kind of automatic climbing platform for hanging cable construction |
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