CN110714610A - Slip form apparatus - Google Patents
Slip form apparatus Download PDFInfo
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- CN110714610A CN110714610A CN201911046840.0A CN201911046840A CN110714610A CN 110714610 A CN110714610 A CN 110714610A CN 201911046840 A CN201911046840 A CN 201911046840A CN 110714610 A CN110714610 A CN 110714610A
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- lifting
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- frame
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- 230000008093 supporting effect Effects 0.000 claims description 45
- 230000001681 protective effect Effects 0.000 claims description 6
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 22
- 229910000831 Steel Inorganic materials 0.000 description 13
- 239000010959 steel Substances 0.000 description 13
- 238000009415 formwork Methods 0.000 description 9
- 230000000694 effects Effects 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 239000000463 material Substances 0.000 description 5
- 230000009194 climbing Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000005267 amalgamation Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000009751 slip forming Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
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Classifications
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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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
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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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
- E04G11/24—Construction of lifting jacks or climbing rods for sliding forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention provides a slip form apparatus comprising: a body structure; the template structure is connected with the main body structure and is arranged along the circumferential direction of the main body structure; and the lifting structure is connected with the main body structure and is configured to be detachably connected with the structure to be constructed. The slip form equipment comprises a main body structure, a template structure arranged on the main body structure and a lifting structure used for lifting the main body structure, wherein the lifting structure can support the whole equipment, can also lift the main body structure, and can be detachably connected with a structure to be constructed, so that the whole equipment can be removed from a construction site after the whole construction is finished, the practicability of the slip form equipment is improved, and the lifting structure can be arranged at any height of the structure to be constructed in a detachable connection mode, so that the main body equipment can be lifted gradually.
Description
Technical Field
The invention relates to the technical field of sliding mode equipment, in particular to sliding mode equipment.
Background
At present, for concrete pouring of a thin-wall deep cylindrical structure, a construction process of upwards erecting a scaffold from the bottom is commonly adopted in the related art, along with the increase of height, the working hours of erecting a scaffold are also longer, the scaffold is troublesome to dismantle in the later period, the labor intensity of personnel is high, and the occupied materials are more.
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, the present invention provides a slip-form apparatus.
In view of this, the present invention proposes a sliding-form apparatus comprising: a body structure; the template structure is connected with the main body structure and is arranged along the circumferential direction of the main body structure; and the lifting structure is connected with the main body structure and is configured to be detachably connected with the structure to be constructed.
The slip form equipment provided by the invention comprises a main body structure, a template structure arranged on the main body structure and a lifting structure for lifting the main body structure, wherein the template structure is arranged in the circumferential direction of the main body structure so as to pour concrete through the template structure, the lifting structure is connected with the main body structure and can be detachably connected with a structure to be constructed, so that when the lifting structure is connected with the structure to be constructed, the lifting structure can support the whole equipment, and can also lift the main body structure, namely the lifting structure can support the whole equipment and can also lift the main body structure, so that the lifting of the slip form equipment is realized, meanwhile, the lifting structure can be detachably connected with the structure to be constructed, so that the whole equipment can be removed from a construction site after the whole construction is finished, the next pouring is carried out, and the practicability of the slip form equipment is improved, still can be through detachable connected mode, will promote the structure and install on treating the arbitrary height of construction structure, and then realize progressively promoting main body equipment.
According to the sliding mode equipment provided by the invention, the following additional technical characteristics can be provided:
in the above technical solution, further, the lifting structure includes: the cross beam is configured to be detachably connected with a structure to be constructed; the lifting part is connected with the main body structure; the supporting piece is arranged in the cross beam and the lifting part in a penetrating way and is connected with the cross beam and the lifting part; wherein the lifting portion climbs along the support.
In this technical scheme, promote the structure and include crossbeam and promotion portion and be used for connecting the support piece of crossbeam and promotion portion, the crossbeam is used for with monolithic stationary, promotes the portion and is connected in order to drive the major structure promotion with major structure, and wherein, support piece wears to establish in crossbeam and promotion portion, and then promotes the portion and can follow the supporting part and upwards climb to drive the major structure rebound.
In any of the above technical solutions, further, the cross beam includes: a body; the clamping part is arranged on the body, the supporting part penetrates through the body and the clamping part, and the clamping part is matched with the supporting part to clamp or release the supporting part; the first connecting parts are respectively positioned at two ends of the body.
In this technical scheme, the crossbeam includes the body and sets up clamping part and the first connecting portion on the body, and clamping part corresponds support piece setting, and specifically, support piece passes clamping part, and clamping part can the centre gripping in support piece's circumference, and then improves the centre gripping effect to support piece, and simultaneously, clamping part can also loosen support piece for support piece's height-adjustable festival, and the body both ends are provided with first connecting portion, make the body be connected with the structure of waiting to be under construction through first connecting portion, with the support major structure.
In any of the above technical solutions, further, the cross beam further includes: the second connecting part is arranged on one side of the body facing the main body structure; wherein, the main structure is provided with a third connecting part, and the second connecting part is matched with the third connecting part.
In this technical scheme, the crossbeam still includes the second connecting portion, and the second connecting portion set up in the body towards the one side of major structure, and the adaptation of third connecting portion on second connecting portion and the major structure, when needs adjust support piece's height, accessible second connecting portion and third connecting portion are direct to be fixed the major structure on the crossbeam, play the effect of support to the major structure to prevent the major structure gliding, and make clamping part loosen support piece, shift up through lifting part drive support piece.
In any of the above technical solutions, further, the body is a retractable body.
In this technical scheme, the body is the retractable body, and then makes the length of body adjustable, and then the dismantlement, the removal and the installation of the crossbeam of being convenient for.
In any of the above technical solutions, further, the main body structure includes: the lifting frame is connected with the lifting structure; the support frame, the support frame is connected with the hoisting frame, and template structure installs on the support frame to enclose the circumference of locating the support frame.
In this technical scheme, the major structure includes hoisting frame and support frame, and the hoisting frame is connected with lifting unit, and the rising of hoisting frame is realized to the climbing through lifting unit, and the support frame is connected with the hoisting frame, and the support frame is used for installing the template structure on the one hand, and on the other hand, when the quantity of hoisting frame is a plurality of, the support frame is connected with a plurality of hoisting frames, can also connect into a whole with a plurality of hoisting frames to improve the stability of major structure.
In any of the above technical solutions, further, the sliding mode apparatus further includes: the operating platform is arranged on the support frame; the electric structure is arranged on the operating platform and is connected with the lifting structure; and the hydraulic structure is arranged on the operating platform and is connected with the electric structure and the lifting structure.
In the technical scheme, the slip form equipment further comprises an operating platform arranged on the supporting frame, so that workers can walk and perform corresponding construction on the operating platform, and the electric structure and the hydraulic structure are arranged on the operating platform, so that the lifting operation of the lifting structure is realized through the electric structure and the hydraulic structure.
In any of the above technical solutions, further, the number of the lifting structures is at least two.
In this technical scheme, the quantity that promotes the structure is two at least, promotes the effect that the structure played the support to the major structure and promotes, when removing the promotion structure, keeps one of at least two promotion structures to promote the structure motionless to guarantee to the fixed of major structure.
Further, the at least two lifting structures may be moved in sequence while moving the cross beam.
In any of the above technical solutions, further, the number of the lifting frames is at least two, and at least two lifting frames are arranged side by side.
In this technical scheme, the quantity of hoisting frame is two at least, and the setting of two at least hoisting frames has improved the stability of slipform equipment, simultaneously, the removal of the crossbeam of being convenient for.
In any of the above technical solutions, further, the number of the support frames is at least two, and at least two support frames are arranged in parallel.
In this technical scheme, the quantity of support frame is two at least, and two at least support frames set up side by side, have improved the fixed effect to the hoisting frame. Simultaneously, also improved the supporting effect to structures such as the operation platform of setting on the support frame.
In any of the above technical solutions, further, the formwork structure includes a plurality of formworks, and the plurality of formworks are spliced into the formwork structure.
In this technical scheme, the template structure includes a plurality of templates, and a plurality of templates amalgamation template structure, and then the transportation and the storage of the template structure of being convenient for can also be according to concrete size of waiting to construct the structure to the template structure amalgamation, has improved the commonality of template structure.
Further, each template is installed on the support frame.
In any of the above technical solutions, further, the sliding mode apparatus further includes: and the lifting scaffold is connected with the main structure, and at least one part of the lifting scaffold is positioned below the main structure.
In this technical scheme, be connected with the scaffold frame in major structure below, the scaffold frame promotes along with major structure's promotion, and constructor can handle the concrete surface after the drawing of patterns on the scaffold frame.
In any one of the above technical solutions, further, the scaffold includes: a plurality of links connected with the body structure; and the walking platform is positioned below the main body structure and is connected with the connecting rods.
In this technical scheme, the scaffold frame includes the connecting rod that is connected with major structure and the platform of walking that is connected with the connecting rod, and constructor can be under construction on walking the platform. The connecting strength of the scaffold frame and the main structure is improved due to the arrangement of the connecting rods.
In any one of the above technical solutions, further, the sliding mode apparatus further includes a protection structure, and the protection structure includes: the supporting seat is connected with the main body structure; the connecting piece is connected with the supporting seat and is configured to be connected with a structure to be constructed.
In this technical scheme, slipform equipment still includes protection architecture, and further, protection architecture includes the supporting seat that is connected with the major structure to and the connecting piece that is connected with the supporting seat, wherein, the connecting piece can be connected major structure and the structure of waiting to be under construction, with to major structure duplicate protection.
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 view of a sliding-form apparatus according to an embodiment of the invention;
FIG. 2 shows another schematic structural view of a sliding mode apparatus of one embodiment of the present invention;
FIG. 3 is a schematic structural diagram of a main body structure of one embodiment of the present invention;
FIG. 4 is a schematic diagram illustrating the mounting of the template structure to the host structure according to one embodiment of the invention;
FIG. 5 is a schematic view of the main body structure of one embodiment of the present invention mounted on a lifting structure;
FIG. 6 illustrates a partial structural view of a lifting structure in accordance with one embodiment of the present invention;
FIG. 7 shows a partial structural schematic of a sliding mode apparatus of one embodiment of the present invention;
fig. 8 is a partial structural diagram of a protection structure according to an embodiment of the present invention.
Wherein, the correspondence between the reference numbers and the component names in fig. 1 to 8 is:
100 slipform equipment, 102 main structure, 1020 hoisting frame, 1022 support frame, 104 formwork structure, 106 hoisting structure, 1060 crossbeam, 1061 hoisting part, 1062 supporting piece, 1063 body, 1064 clamping part, 1065 first connecting part, 1066 second connecting part, 108 lifting scaffold, 1080 connecting rod, 1082 walking board, 110 protection structure, 1100 connecting piece, 1102 supporting seat, 112 operating platform, 114 electric structure, 116 hydraulic structure and 200 ladle 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.
A sliding mode apparatus 100 according to some embodiments of the present invention is described below with reference to fig. 1-8.
The first embodiment is as follows:
as shown in fig. 1 and 2, according to one embodiment of the present invention, there is provided a sliding-mode apparatus 100 comprising: a body structure 102, a template structure 104, and a lifting structure 106.
Specifically, the template structure 104 is connected to the main structure 102 and arranged along the circumferential direction of the main structure 102; a lifting structure 106 is coupled to the body structure 102, the lifting structure 106 being configured to be removably coupled to a structure to be constructed.
The sliding-mode equipment 100 provided by the invention comprises a main body structure 102, a template structure 104 arranged on the main body structure 102 and a lifting structure 106 used for lifting the main body structure 102, wherein the template structure 104 is arranged in the circumferential direction of the main body structure 102 so as to pour concrete through the template structure 104, the lifting structure 106 is connected with the main body structure 102, the lifting structure 106 can be detachably connected with a structure to be constructed, further, when the lifting structure 106 is connected with the structure to be constructed, the lifting structure 106 can support the whole equipment, and the lifting structure 106 can also lift the main body structure 102, namely, the lifting structure 106 can support the whole equipment and can also lift the main body structure 102, the lifting of the sliding-mode equipment 100 is realized, meanwhile, the lifting structure 106 can be detachably connected with the structure to be constructed, further, the whole equipment can be removed from a construction site after the whole construction is finished, and the next pouring is carried out, the practicability of the slip form equipment 100 is improved, and the lifting structure 106 can be arranged at any height of the structure to be constructed in a detachable connection mode, so that the main body equipment is gradually lifted.
Specifically, the structure to be constructed is provided with a plurality of connecting structures for installing the lifting structures 106 in the vertical direction, so as to realize the installation of the lifting structures 106. Specifically, the structure to be constructed is the ladle concrete 200, the steel structure on the ladle concrete 200 is provided with the embedded part, and the lifting structure 106 can be detachably connected with the embedded part.
Specifically, the lifting structure 106 is connected to an embedded part of the structure to be constructed, so that the main structure 102 and other structures connected to the main structure 102 are supported by the lifting structure 106, and meanwhile, the main structure 102 is driven by the lifting structure 106 to be gradually lifted, so that the sliding formwork construction is completed.
Example two:
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 lifting structure 106 includes: a beam 1060, the beam 1060 being configured to be detachably connectable to a structure to be constructed; a lift 1061, the lift 1061 being connected to the body structure 102; the supporting piece 1062, the supporting piece 1062 is inserted into the cross beam 1060 and the lifting part 1061, and is connected with the cross beam 1060 and the lifting part 1061; wherein the lifting part 1061 ascends along the support 1062.
In this embodiment, the lifting structure 106 includes a cross beam 1060, a lifting part 1061, and a support 1062 for connecting the cross beam 1060 and the lifting part 1061, the cross beam 1060 is used to fix the whole, the lifting part 1061 is connected with the main body structure 102 to drive the main body structure 102 to lift, wherein the support 1062 is inserted into the cross beam 1060 and the lifting part 1061, and then the lifting part 1061 can climb up along the supporting part to drive the main body structure 102 to move upward.
Specifically, the lift 1061 is a cylinder that moves in a walking manner along the support 1062.
Further, as shown in fig. 6, the beam 1060 includes: a body 1063; a clamping part 1064 provided on the body 1063, the support 1062 passing through the body 1063 and the clamping part 1064, and the clamping part 1064 cooperating with the support 1062 to clamp the support 1062 or release the support 1062; the first connecting portions 1065 are respectively located at two ends of the body 1063.
In this embodiment, the cross beam 1060 includes a body 1063, and a clamping portion 1064 and a first connecting portion 1065 which are disposed on the body 1063, wherein the clamping portion 1064 is disposed corresponding to the support 1062, specifically, the support 1062 passes through the clamping portion 1064, the clamping portion 1064 can be clamped in the circumferential direction of the support 1062, so as to improve the clamping effect on the support 1062, meanwhile, the clamping portion 1064 can also release the support 1062, so that the height of the support 1062 is adjustable, and the first connecting portions 1065 are disposed at two ends of the body 1063, so that the body 1063 is connected with the structure to be constructed through the first connecting portions 1065 to support the main body structure 102.
Further, as shown in fig. 6, the beam 1060 further includes: a second connecting portion 1066 disposed on a side of the body 1063 facing the main body structure 102; the main body structure 102 is provided with a third connecting portion (not shown), and the second connecting portion 1066 is matched with the third connecting portion.
In this embodiment, the cross beam 1060 further includes a second connecting portion 1066, the second connecting portion 1066 is disposed on a side of the body 1063 facing the main body structure 102, the second connecting portion 1066 is matched with a third connecting portion on the main body structure 102, when the height of the supporting member 1062 needs to be adjusted, the main body structure 102 can be directly fixed on the cross beam 1060 through the second connecting portion 1066 and the third connecting portion, and the main body structure 102 is supported to prevent the main body structure 102 from sliding downwards, and the clamping portion 1064 releases the supporting member 1062, and the supporting member 1062 is driven to move upwards by the lifting portion 1061.
Specifically, the support 1062 is inserted into the body 1063, the body 1063 needs to be continuously moved upward during the construction of the sliding mode apparatus 100, when the body 1063 is located at the upper portion or top end of the support 1062 after being moved, the support 1062 is disengaged from the next movement, in order to realize the continuous climbing of the sliding mode apparatus 100, the support 1062 needs to be moved upward, at this time, when the lifting portion 1061 moves to contact the body 1063 with the main structure 102, the body 1063 is mounted on the main structure 102, then the clamping portion 1064 releases the support 1062, the support 1062 is driven to move upward by the lifting portion 1061, and when the body 1063 is moved upward to a proper position, the movement of the body 1063 is performed again.
Specifically, the first connection portion 1065, the second connection portion 1066, and the third connection portion are flanges.
Further, as shown in fig. 6, the body 1063 is a retractable body.
In this embodiment, the body 1063 is a retractable body 1063, so that the length of the body 1063 is adjustable, thereby facilitating the detachment, movement and installation of the beam 1060.
Specifically, the body 1063 is stretchable in the length direction.
Example three:
as shown in fig. 3, according to an embodiment of the invention, comprising the features defined in any of the above embodiments, and further: the body structure 102 includes: a lifting frame 1020, the lifting frame 1020 being connected to the lifting structure 106; the supporting frame 1022 is connected with the lifting frame 1020, and the template structure 104 is installed on the supporting frame 1022 and surrounds the circumference of the supporting frame 1022.
In this embodiment, the main body structure 102 includes a lifting frame 1020 and a supporting frame 1022, the lifting frame 1020 is connected with a lifting portion 1061, the lifting frame 1020 is lifted by climbing the lifting portion 1061, the supporting frame 1022 is connected with the lifting frame 1020, on one hand, the supporting frame 1022 is used for installing the template structure 104, on the other hand, when the number of the lifting frames 1020 is multiple, the supporting frame 1022 is connected with multiple lifting frames 1020, and the multiple lifting frames 1020 can be connected into a whole to improve the stability of the main body structure 102.
Example four:
as shown in fig. 2 and 7, according to an embodiment of the present invention, the method includes the features defined in the third embodiment, and further: the sliding mode apparatus 100 further comprises: the operating platform 112 is arranged on the support 1022; an electrical structure 114, disposed on the operation platform 112, connected to the lifting structure 106; a hydraulic structure 116, disposed on the operation platform 112, is connected to the electrical structure 114 and the lifting structure 106.
In this embodiment, the sliding form apparatus 100 further includes an operation platform 112 disposed on the support frame 1022 for an operator to walk and perform corresponding construction on the operation platform 112, and an electric structure 114 and a hydraulic structure 116 are disposed on the operation platform 112 to perform a lifting operation of the lifting structure 106 through the electric structure 114 and the hydraulic structure 116.
In particular, the operations platform 112 may also provide a site for material stacking and personnel construction. The electrical structure 114 is used to provide lighting, electrical power and control signals, and the hydraulic structure 116 is used to provide hydraulic pressure.
Example five:
according to an embodiment of the invention, comprising the features as defined in the above embodiment, and further: the number of lifting structures 106 is at least two.
In this embodiment, the number of the lifting structures 106 is at least two, the lifting structures 106 support and lift the main body structure 102, and when the lifting structures 106 are moved, at least one lifting structure 106 of the at least two lifting structures 106 is kept stationary, so as to secure the main body structure 102.
Of course, it is understood that the height of beam 1060 may not be adjusted when the casting height is relatively low, and thus a lifting structure 106 may also perform the casting operation of slip form apparatus 100.
Further, the at least two lifting structures 106 may be moved in sequence while moving the beam 1060.
Further, the number of the lifting frames 1020 is at least two, and at least two lifting frames 1020 are arranged side by side.
In this embodiment, the number of lifting frames 1020 is at least two, and the provision of at least two lifting frames 1020 improves the stability of the sliding form apparatus 100 while facilitating the movement of the cross beam 1060.
It is understood that each lifting frame 1020 is correspondingly connected with at least one lifting structure 106, and when the lifting structure 106, specifically, the cross beams 1060 are moved, at least two cross beams 1060 can be moved sequentially, that is, after one cross beam 1060 is moved and fixed, another cross beam 1060 is moved, so as to ensure the support of the main body structure 102.
Further, the number of the supporting frames 1022 is at least two, and at least two supporting frames 1022 are arranged in parallel.
In this embodiment, the number of the supporting frames 1022 is at least two, and at least two supporting frames 1022 are arranged in parallel, so as to improve the fixing effect of the lifting frame 1020. Meanwhile, the supporting effect on the structures such as the operating platform 112 arranged on the supporting frame 1022 is also improved.
Further, as shown in FIG. 4, the template structure 104 includes a plurality of templates that are assembled to form the template structure 104.
In this embodiment, the template structure 104 includes a plurality of templates, and a plurality of templates are spliced to form the template structure 104, so that the template structure 104 is convenient to transport and store, and the template structure 104 can also be spliced according to the size of a specific structure to be constructed, thereby improving the universality of the template structure 104.
Further, each template is mounted on a support frame 1022.
Example six:
as shown in fig. 7, according to an embodiment of the invention, including the features defined in any of the above embodiments, and further: the sliding mode apparatus 100 further comprises: a lifting frame 108 coupled to the body structure 102, at least a portion of the lifting frame 108 being positioned below the body structure 102.
In this embodiment, a lifting frame 108 is connected below the main structure 102, the lifting frame 108 is lifted along with the lifting of the main structure 102, and a constructor can process the demolded concrete surface on the lifting frame 108.
Further, the scaffold 108 includes: a plurality of linkages 1080 coupled to the body structure 102; the deck 1082 is located below the main body structure 102, and is connected to a plurality of links 1080.
In this embodiment, the lifting scaffold 108 includes a linkage 1080 connected to the body structure 102 and a deck 1082 connected to the linkage 1080, and a construction person can construct on the deck 1082. The provision of a plurality of links 1080 improves the strength of the connection of the scaffolding 108 to the host structure 102.
Example seven:
as shown in fig. 8, according to an embodiment of the invention, including the features defined in any of the above embodiments, and further: sliding-mode apparatus 100 further includes a protective structure 110, protective structure 110 including: a support base 1102 connected to the main body structure 102; the connecting piece 1100, the connecting piece 1100 is connected with the supporting seat 1102, and the connecting piece 1100 is configured to be suitable for being connected with a structure to be constructed.
In this embodiment, sliding-form apparatus 100 further includes protective structure 110, and further, protective structure 110 includes a support 1102 connected to main structure 102, and a connector 1100 connected to support 1102, wherein connector 1100 is capable of connecting main structure 102 to the structure to be constructed to provide double protection to main structure 102.
Specifically, the connecting member 1100 is a steel wire rope, two ends of the support seat 1102 are respectively connected to the steel wire rope and the lifting frame 1020 of the main structure 102, and the steel wire rope is fixed to a fixing member outside the steel structure in the ladle concrete 200, so that a double-insurance effect is achieved, and the construction safety of the slip form apparatus 100 is improved.
Example eight:
according to a specific embodiment of the present invention, as shown in fig. 2 and 7, sliding-mode apparatus 100 includes a main body structure 102, and a lifting structure 106, an operating platform 112, a scaffold frame 108, a formwork structure 104 and a protective structure 110 mounted on main body structure 102, wherein main body structure 102 includes four lifting frames 1020 arranged in sequence, and four lifting frames 1020 are connected into a whole through a support frame 1022 to enhance the rigidity of the whole sliding-mode apparatus 100; the lifting structure 106 includes an oil cylinder, a cross beam 1060, and a supporting member 1062 connecting the oil cylinder and the cross beam 1060, the bottom of the oil cylinder is fixed on the lifting frame 1020 of the main body structure 102, the supporting member 1062 is installed in the middle of the oil cylinder, and an upper clamp and a lower clamp of the oil cylinder can be respectively fixed with the supporting member 1062 to advance on the supporting member 1062 in a walking manner, so as to drive the lifting frame 1020 to slide upward.
Specifically, an embedded part is arranged on the structure to be constructed, and the beam 1060 is detachably connected with the embedded part. Further, the structure to be constructed comprises ladle concrete 200, the ladle concrete 200 comprises a steel structure, and the embedded part is welded on the steel structure. It will be appreciated that beam 1060 is adjusted until the upper portion of lifting frame 1020 comes into contact with beam 1060 to achieve constant lifting of sliding mode apparatus 100.
As shown in fig. 5 and 6, the beam 1060 includes a telescopic body 1063, embedded part connecting flanges disposed at two ends of the body 1063, and a clamping portion 1064 disposed on the body 1063, where the embedded part connecting flanges at two ends of the body 1063 are connected to embedded parts welded to a steel structure through bolts, so as to support the entire sliding form apparatus 100, the clamping portion 1064 can clamp and loosen the support 1062, when the clamping portion 1064 clamps the support 1062, the support 1062 is fixed, so that the oil cylinder can climb along the support 1062, when the clamping portion 1064 loosens the support 1062, the body 1063 can be moved, so as to continuously lift the sliding form apparatus 100, and the length of the telescopic body 1063 can be adjusted, so as to facilitate detachment, movement, and installation of the beam 1060.
Wherein, a lifting frame connecting flange is further disposed on one side of the main body structure 102 of the body 1063, so that the cross beam 1060 can be further connected with the main body structure 102, to support the main body structure 102 when the support 1062 is moved, and in particular, the support 1062 is inserted into the body 1063, the body 1063 is moved upward continuously during the construction of the slip form apparatus 100, and when the body 1063 is located at the upper or top end of the support 1062 after being moved, the body 1062 is disengaged from the support 1062, to achieve continuous climbing of the slip-form apparatus 100, the support 1062 needs to be moved upward, at which time, the body 1063 may be mounted on the main body structure 102 as the lift 1061 moves with the main body structure 102 into contact with the body 1063, the clamping part 1064 is then released from the support 1062, and the support 1062 is driven to move up by the lifting part 1061, and when the support moves up to a proper position, the body 1063 is moved again.
As shown in fig. 7, the operation platform 112 is installed on the main structure 102, an electrical structure 114 and a hydraulic structure 116 are further disposed on the operation platform 112, and meanwhile, the operation platform 112 may provide a site for material stacking and personnel construction. The electrical structure 114 is used to provide lighting, electrical power and control signals, and the hydraulic structure 116 is used to provide hydraulic pressure.
As shown in fig. 4, the formwork structure 104 is installed on a support frame 1022 of the main structure 102, and the shape of the formwork assembly is the shape of concrete to be cast. In particular, template structure 104 includes a plurality of templates.
As shown in fig. 7, a scaffold 108 is disposed below the main structure 102 for processing the demolded concrete surface, and specifically, a stair is disposed between the scaffold 108 and the operation platform 112 for people to go up and down. The lifting frame 108 is bolted to the support 1022 of the main structure 102 by means of flanged plates on the tie 1080.
As shown in fig. 8, one end of the protection structure 110 is mounted on the main structure 102, and the other end is mounted and fixed on the steel structure. Specifically, the protection structure 110 is arranged on the main structure 102 of the sliding mode apparatus 100, the protection structure 110 is composed of a steel wire rope and a support seat 1102, two ends of the support seat 1102 are respectively fixed on the steel wire rope and the main structure 102, and the steel wire rope is fixed on a fixing piece outside the steel structure, so that a double-insurance effect is achieved.
Specifically, the lifting process of the cross beam 1060 is: the cross beam 1060 is moved and fixed on the embedded part at the previous height of the current height of the cross beam 1060 in sequence, and the clamping part 1064 is locked to clamp the supporting rod, so that the whole equipment is fixedly supported by the other three cross beams 1060 in the process of moving the cross beam 1060, and the reliability of the slip form equipment 100 is improved. After all the cross beams 1060 are moved in place, the conventional slip-form construction process can be entered until the upper portion of the lifting frame 1020 contacts the cross beams 1060, and the cross beams 1060 are adjusted again. When the height of the supporting rod is not enough, the cross beam 1060 is directly connected with the lifting frame 1020, the clamping part 1064 corresponding to the supporting rod is loosened, and the oil cylinder is used for adjusting the height of the supporting rod. According to the embodiment provided by the application, the cross beam 1060, the supporting piece 1062 and the oil cylinder are alternately lifted, the slip form construction process is introduced into the thin-wall concrete construction, the thin-wall concrete can be poured under the condition that a scaffold is not erected, the construction efficiency is improved, and the labor intensity is reduced.
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 (11)
1. A slip-form apparatus, comprising:
a body structure;
the template structure is connected with the main body structure and is arranged along the circumferential direction of the main body structure;
a lifting structure connected with the main body structure, wherein the lifting structure is configured to be detachably connected with a structure to be constructed.
2. The slipform apparatus of claim 1, wherein the lifting structure comprises:
the cross beam is configured to be detachably connected with a structure to be constructed;
a lifting portion connected with the main body structure;
the supporting piece is arranged in the cross beam and the lifting part in a penetrating mode and is connected with the cross beam and the lifting part;
wherein the lifting portion climbs along the support.
3. The slipform apparatus of claim 2, wherein the cross-beam comprises:
a body;
a clamping portion provided on the body, through which the support passes, and cooperating with the support to clamp or unclamp the support;
the first connecting parts are respectively positioned at two ends of the body.
4. The slipform apparatus of claim 3, wherein the cross-beam further comprises:
the second connecting part is arranged on one side of the body facing the main body structure;
the main body structure is provided with a third connecting part, and the second connecting part is matched with the third connecting part.
5. The slip-form apparatus of claim 3,
the body is a telescopic body.
6. The slip-form apparatus according to any one of claims 1 to 5, wherein the body structure comprises:
a lifting frame connected with the lifting structure;
the support frame, the support frame with the hoisting frame is connected, the template structure is installed on the support frame, and enclose locate the circumference of support frame.
7. The slip-form apparatus of claim 6, further comprising:
the operating platform is arranged on the supporting frame;
the electric structure is arranged on the operating platform and is connected with the lifting structure;
and the hydraulic structure is arranged on the operating platform and is connected with the electric structure and the lifting structure.
8. The slip-form apparatus of claim 6,
the number of the lifting structures is at least two; and/or
The number of the lifting frames is at least two, and the at least two lifting frames are arranged side by side; and/or
The number of the support frames is at least two, and at least two support frames are arranged in parallel; and/or
The template structure comprises a plurality of templates, and the templates are spliced to form the template structure.
9. The sliding-form apparatus according to any one of claims 1 to 5, further comprising:
a scaffold frame coupled to the main structure, at least a portion of the scaffold frame being located below the main structure.
10. The slip-form apparatus of claim 9, wherein the scaffold frame comprises:
a plurality of links connected with the body structure;
and the walking platform is positioned below the main body structure and is connected with the connecting rods.
11. The sliding form apparatus according to any one of claims 1 to 5 further comprising a protective structure comprising:
the supporting seat is connected with the main body structure;
a connector connected with the support base, the connector being configured to be adapted to be connected with a structure to be constructed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911046840.0A CN110714610A (en) | 2019-10-30 | 2019-10-30 | Slip form apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911046840.0A CN110714610A (en) | 2019-10-30 | 2019-10-30 | Slip form apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110714610A true CN110714610A (en) | 2020-01-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911046840.0A Pending CN110714610A (en) | 2019-10-30 | 2019-10-30 | Slip form apparatus |
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| Country | Link |
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| CN (1) | CN110714610A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962956A (en) * | 2021-02-03 | 2021-06-15 | 七冶安装工程有限责任公司 | Concrete slip form construction method and device |
| CN113404278A (en) * | 2021-05-31 | 2021-09-17 | 上海建工二建集团有限公司 | Self-climbing type protection frame and climbing method thereof |
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| CN2033034U (en) * | 1988-05-02 | 1989-02-22 | 四川省第十一建筑工程公司 | Electric mould-lifting device for face headframe |
| CN102587646A (en) * | 2012-02-14 | 2012-07-18 | 泰博混凝土模板与支撑（陕西）有限公司 | Hydraulic lifting self-ascending template system of intelligent independent unit structure |
| CN207048306U (en) * | 2017-07-14 | 2018-02-27 | 陕西煤业化工建设（集团）有限公司 | Sliding formwork flexibility platform |
| CN109518940A (en) * | 2018-12-08 | 2019-03-26 | 上海宝冶冶金工程有限公司 | Coal silo warehouse construction sliding form apparatus and system |
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| CN2033034U (en) * | 1988-05-02 | 1989-02-22 | 四川省第十一建筑工程公司 | Electric mould-lifting device for face headframe |
| CN102587646A (en) * | 2012-02-14 | 2012-07-18 | 泰博混凝土模板与支撑（陕西）有限公司 | Hydraulic lifting self-ascending template system of intelligent independent unit structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112962956A (en) * | 2021-02-03 | 2021-06-15 | 七冶安装工程有限责任公司 | Concrete slip form construction method and device |
| CN113404278A (en) * | 2021-05-31 | 2021-09-17 | 上海建工二建集团有限公司 | Self-climbing type protection frame and climbing method thereof |
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Application publication date: 20200121 |