CN114232810A - Rotary jacking construction device and construction method for assembled warehouse roof of shallow round warehouse - Google Patents

Rotary jacking construction device and construction method for assembled warehouse roof of shallow round warehouse Download PDF

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Publication number
CN114232810A
CN114232810A CN202111556842.1A CN202111556842A CN114232810A CN 114232810 A CN114232810 A CN 114232810A CN 202111556842 A CN202111556842 A CN 202111556842A CN 114232810 A CN114232810 A CN 114232810A
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prefabricated
fan
prefabricated plate
ring beam
shaped
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CN114232810B (en
Inventor
陈桂香
岳龙飞
庞瑞
毛由田
李志高
侯嘉
郭呈周
崔伟平
舒泰
张毅斌
高朋朋
张旖林
路晨
刘超赛
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Henan University of Technology
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Henan University of Technology
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/3511Lift-slab; characterised by a purely vertical lifting of floors or roofs or parts thereof
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/142Means in or on the elements for connecting same to handling apparatus
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/162Handles to carry construction blocks
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/167Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3588Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/51Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本发明涉及一种浅圆仓装配式仓顶板的转动式顶升施工装置及施工方法,转动式顶升施工装置包括装置底座,装置底座上转动装配有装置立柱,装置立柱上设置有至少三个沿周向布置的预制板升降座,预制板升降座由预制板升降机构驱动而上下移动,预制板升降座上设置有预制板连杆机构,预制板连杆机构包括用于通过铰接结构与对应扇形预制板内侧可拆连接的上侧伸缩杆和下侧伸缩杆,预制板连杆机构还包括与上侧伸缩杆和/或下侧伸缩杆相连的辅助伸缩杆,装置立柱的顶端转动装配有转动轴线沿上下方向延伸的上环梁托架,上环梁托架由托架驱动机构驱动而转动。本发明解决了现有技术中装配式仓顶需要多台起吊机协同施工而操作难度较大的技术问题。

Figure 202111556842

The invention relates to a rotary jacking construction device and a construction method for a shallow round warehouse assembled warehouse roof. The rotary jacking construction device comprises a device base, a device column is rotatably assembled on the device base, and at least three device columns are arranged on the device column. The prefabricated board lifting seat is arranged along the circumferential direction. The prefabricated board lifting seat is driven by the prefabricated board lifting mechanism to move up and down. The prefabricated board lifting seat is provided with a prefabricated board link mechanism. The upper telescopic rod and the lower telescopic rod are detachably connected on the inner side of the fan-shaped prefabricated plate, and the prefabricated plate linkage mechanism also includes an auxiliary telescopic rod connected with the upper telescopic rod and/or the lower telescopic rod. The upper ring beam bracket whose rotation axis extends in the up-down direction is driven by the bracket drive mechanism to rotate. The invention solves the technical problem in the prior art that the prefabricated warehouse roof needs multiple hoists for coordinated construction and is difficult to operate.

Figure 202111556842

Description

Rotary jacking construction device and method for assembling type cabin roof of squat circular cabin
Technical Field
The invention relates to the field of construction of an assembled bin roof structure of a storage bin structure, in particular to a rotary jacking construction device and a rotary jacking construction method for a shallow and round bin assembled bin roof.
Background
The squat silo is a common silo, and its wide application is in bulk grain and bulk coal's storage, and traditional cast-in-place squat silo pouring work progress needs to occupy great manpower, material resources, especially the open concrete pouring of storehouse top, often needs full hall scaffold frame to set up, occupies a large amount of scaffold frame materials, and construction cost is high, and the construction cycle is long, and the security is poor.
The prefabricated shallow round bin is a novel fabricated building, meets the requirements of structural reform of the supply side and novel urbanization development in China, and has great advantages. In the construction process of the prefabricated assembled squat silo, one of the construction difficulties is the construction of the prefabricated squat silo roof, the prefabricated squat silo roof comprises an upper ring beam, a lower ring beam and a silo roof arranged between the upper ring beam and the lower ring beam, the silo roof is composed of a plurality of fan-shaped precast slabs which are sequentially arranged along the circumferential direction, and the fan-shaped precast slabs, the upper ring beam and the lower ring beam are prefabricated and molded in a factory.
During assembly construction, owing to lack stable workman's working face, so need use a loop beam on the loop beam is lifted by crane to a loop beam for it is located the central point of bulkhead upside to go up the loop beam and puts, then uses many lifting machines to lift by crane fan-shaped prefabricated plate respectively again, is connected fan-shaped prefabricated plate's upper end and last loop beam, and fan-shaped prefabricated plate's lower extreme is connected with lower loop beam, just can make and go up the loop beam and take into a stable mechanics system with fan-shaped prefabricated plate, lower loop beam, then accomplishes the installation of all the other fan-shaped prefabricated plates again.
The upper ring beam and the fan-shaped prefabricated plates swing in the air in the hoisting process, and the assembling of the shallow circular bin assembled type bin top floor system can be completed only by the cooperation of a plurality of cranes, so that the operation difficulty is high, and the construction cost is high.
Disclosure of Invention
The invention aims to provide a rotary jacking construction device for a shallow round bin assembled bin top plate, which aims to solve the technical problem that the operation difficulty is higher because the assembled bin top needs a plurality of lifting machines for cooperative construction in the prior art; the invention also aims to provide a construction method using the rotary jacking construction device.
In order to solve the technical problems, the technical scheme of the rotary jacking construction device for the assembling type cabin top plate of the squat circular cabin is as follows:
rotary type jacking construction equipment of squat silo assembled storehouse roof, arrange the inboard device base in bulkhead during use in, it is equipped with the device stand that the axis of rotation extends along upper and lower direction to rotate on the device base, be provided with at least three prefabricated plate lift seat of arranging along circumference on the device stand, prefabricated plate lift seat reciprocates by prefabricated plate elevating system drive, be provided with prefabricated plate link mechanism on the prefabricated plate lift seat, prefabricated plate link mechanism is including being used for through articulated structure and the inboard releasable connection's of corresponding fan-shaped prefabricated plate upside telescopic link and downside telescopic link, prefabricated plate link mechanism still includes the auxiliary telescopic link that links to each other with upside telescopic link and/or downside telescopic link, the top of device stand is rotated and is equipped with the last ring beam bracket that the axis of rotation extends along upper and lower direction, it is rotated by bracket actuating mechanism drive to go up ring beam bracket.
Furthermore, each precast slab lifting seat is arranged at intervals along the circumferential direction.
Further, upside telescopic link, downside telescopic link and auxiliary telescopic link are hydraulic telescoping rod.
Furthermore, the prefabricated plate lifting mechanism comprises vertical jacking cylinders arranged corresponding to the prefabricated plate lifting seats, each prefabricated plate lifting seat is connected with a piston rod corresponding to each vertical jacking cylinder, a telescopic guide structure is arranged between the upper end of each prefabricated plate lifting seat and the upright post of the device, and each telescopic guide structure comprises at least two guide rods which are matched with each other in a telescopic guide mode in sequence along the vertical direction.
Furthermore, the device stand includes a plurality of along upper and lower direction releasable connection's in order installation festival.
Further, the device upright post is driven by the upright post driving mechanism to rotate.
Furthermore, the device base comprises a base foundation, the base foundation is provided with an annular table top and an assembly groove located in the center of the annular table top, the bottom of the device upright post is fixed with a shear key of which the lower end is located in the assembly groove, a rotary dowel bar penetrates through the shear key along the radial direction, and a metal ball in rolling fit with the annular table top is sleeved at the end part of the rotary dowel bar.
Furthermore, a mounting plate is fixed on the base, and a column driving mechanism for driving the column of the device to rotate is arranged on the mounting plate.
The construction method of the invention has the technical scheme that:
the method comprises the following steps of,
the first step, the connection of the first batch of fan-shaped precast slabs and the corresponding precast slab link mechanisms is completed, the number of the first batch of fan-shaped precast slabs corresponds to the number of the precast slab link mechanisms,
specifically, firstly, a first fan-shaped prefabricated slab of a first batch of fan-shaped prefabricated slabs is transported to the inner side of a bin wall through a bin door, the first fan-shaped prefabricated slab is detachably connected with an upper side telescopic rod and a lower side telescopic rod of a prefabricated slab connecting rod mechanism through a hinge structure, then, a device upright post is rotated, the first fan-shaped prefabricated slab is rotated away from the bin door, the second fan-shaped prefabricated slab is connected with a corresponding prefabricated slab connecting rod mechanism, and the steps are repeated to complete the connection of all the first batch of fan-shaped prefabricated slabs and the prefabricated slab connecting rod mechanism;
secondly, the prefabricated plate lifting mechanism drives the prefabricated plate lifting seat to drive the fan-shaped prefabricated plate to move upwards, after the upper ring beam connecting end of the fan-shaped prefabricated plate crosses the upper ring beam, the prefabricated plate connecting rod mechanism adjusts the position and the pitching angle of the fan-shaped prefabricated plate, the upper ring beam is rotated, the fan-shaped prefabricated plate is connected with the upper ring beam, the device upright post is rotated, and the fan-shaped prefabricated plate is connected with the lower ring beam;
thirdly, removing the connection between the fan-shaped prefabricated plates and the prefabricated plate connecting rod mechanisms, enabling the prefabricated plate connecting rod mechanisms to descend, repeating the first step to finish the connection between a second batch of fan-shaped prefabricated plates and the corresponding prefabricated plate connecting rod mechanisms respectively, and repeating the second step to finish the connection between the second batch of fan-shaped prefabricated plates and the upper ring beam and the lower ring beam;
and fourthly, repeating the third step to finish the connection of the last batch of fan-shaped precast slabs with the upper ring beam and the lower ring beam.
Further, in the second step, before the prefabricated slab lifting mechanism drives the prefabricated slab lifting seat to drive the fan-shaped prefabricated slab to move upwards, the prefabricated slab link mechanism adjusts the position and the pitch angle of the fan-shaped prefabricated slab so that the fan-shaped prefabricated slab is in a folded state, after the upper ring beam connecting end of the fan-shaped prefabricated slab crosses the upper ring beam, the prefabricated slab link mechanism adjusts the position and the pitch angle of the fan-shaped prefabricated slab, and the fan-shaped prefabricated slab is in an unfolded state.
The invention has the beneficial effects that: according to the invention, a batch of fan-shaped prefabricated plates are lifted to the upper side of the upper ring beam through the prefabricated plate connecting rod mechanism and the prefabricated plate lifting mechanism, the angle and the position of each fan-shaped prefabricated plate are adjusted through the prefabricated plate connecting rod mechanism, the upper ring beam bracket drives the upper ring beam to rotate, so that the fan-shaped prefabricated plates correspond to the upper ring beam, the upper ring beam is connected with the fan-shaped prefabricated plates, the fan-shaped prefabricated plates correspond to the lower ring beam through the upright posts of the rotating device, the lower ring beam is connected with the fan-shaped prefabricated plates, then the fan-shaped prefabricated plates move downwards to complete the installation of the next batch of fan-shaped prefabricated plates, so that multiple cranes are not required to cooperate, the unstable installation factor caused by the back-and-forth shaking of the upper ring beam and the fan-shaped prefabricated plates in the hoisting process is avoided, and the installation difficulty of the prefabricated plate of the shallow round bin is reduced.
Drawings
FIG. 1 is a schematic view of the connection of a rotary jacking device with a first fan-shaped prefabricated slab according to the invention;
FIG. 2 is a schematic view of the connection between the rotary jacking device and a second fan-shaped prefabricated slab according to the invention;
FIG. 3 is a diagram of the jacking process of four fan-shaped prefabricated panels in the invention;
FIG. 4 is a view of the unfolding process of the prefabricated fan-shaped slab of FIG. 3 after the prefabricated fan-shaped slab is in place at the jacking height;
FIG. 5 is a view of the unfolding process of the prefabricated fan-shaped slab of FIG. 3 after the raised height thereof is in place;
FIG. 6 is a schematic view showing a state after the fan-shaped prefabricated panel of FIG. 5 is descended;
FIG. 7 is a top view of FIG. 6;
FIG. 8 is a schematic view showing a state where a third batch of fan-shaped prefabricated panels are connected with an upper ring beam and a lower ring beam according to the present invention;
FIG. 9 is a schematic view of the structure at A in FIG. 8;
FIG. 10 is a schematic view of the structure at B in FIG. 8;
FIG. 11 is a schematic view of the structure at C in FIG. 8;
FIG. 12 is a schematic view of the structure at D in FIG. 8;
FIG. 13 is a schematic view of the structure of the base of the device of FIG. 1;
FIG. 14 is a top view of FIG. 13;
in the figure: 1. a device base; 2. a metal ball; 3. rotating the dowel bar; 4. mounting a plate; 5. an annular table top; 6. assembling a groove; 7. a shear key; 8. a base foundation; 9. a vertical jacking cylinder; 10. a lower side telescopic rod; 11. an auxiliary telescopic rod; 12. an upper side telescopic rod; 13. a guide bar; 14. mounting a column; 15. a column driving mechanism; 16. installing a joint; 17. a carriage drive mechanism; 18. an upper ring beam; 19. an upper ring beam bracket; 20. a lower ring beam; 21. a fan-shaped prefabricated slab; 22. a wall of the silo; 23. a hinge structure; 24. a prefabricated plate hinge hole; 25. installing a gap; 26. the lower ring beam is connected with a screw rod; 27. a lower ring beam mounting groove; 28. the upper ring beam is connected with a screw rod; 29. an upper ring beam mounting groove; 30. an upper ring beam gap; 31. a lower ring beam gap; 32. connecting holes are formed in the upper side of the prefabricated plate; 33. an upper ring beam connecting hole; 34. connecting holes are formed in the lower side of the prefabricated plate; 35. a lower ring beam connecting hole; 36. prefabricated plate lift seat.
Detailed Description
In order to facilitate an understanding of the invention, the invention is described in more detail below with reference to the accompanying drawings and specific examples. Preferred embodiments of the present invention are shown in the drawings. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
It is to be noted that, unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention.
The embodiment of the rotary jacking construction device for the assembled silo top plate of the squat silo is shown in figures 1-14: comprises a device base 1 which is arranged at the inner side of a bin wall 22 when in use, and a device upright 14 with a rotation axis extending along the vertical direction is rotatably arranged on the device base 1.
According to the invention, the device upright post 14 comprises a plurality of mounting sections 16 which are sequentially detachably connected in the vertical direction, the adjacent mounting sections 16 are connected through bolts, a proper number of mounting sections can be selected according to the height of the device upright post, and the mounting sections can be formed by standard sections in a tower crane structure.
The device base comprises a base foundation 8, the base foundation 8 is of a concrete structure, the base foundation is provided with an annular table board 5 and an assembling groove 6 located in the center of the annular table board 5, the bottom of a device upright post 14 is fixedly provided with a shear key 7 with the lower end located in the assembling groove, a rotating dowel bar 3 radially penetrates through the shear key 7, the end part of the rotating dowel bar 3 is sleeved with a metal ball 2 in rolling fit with the annular table board, and the metal ball is preferably a steel ball.
Be fixed with mounting panel 4 on the base basis, be provided with drive arrangement stand pivoted stand actuating mechanism 15 on mounting panel 4, in this embodiment, stand actuating mechanism 15 includes stand driving motor, and stand driving motor's power take off passes through the speed reducer and is connected with the device stand is worn, and during the use, stand driving motor drive arrangement stand rotates, and the effort of device stand transmits to rotating dowel steel 3 through shear key 7 on, and then transmits to the steel ball.
The cross section of the device upright post 14 is of a square structure, four prefabricated plate lifting seats 36 arranged along the circumferential direction are arranged on the device upright post, each prefabricated plate lifting seat 36 is respectively located at the corresponding side face of the device upright post, the prefabricated plate lifting seats are driven by a prefabricated plate lifting mechanism to move up and down, the prefabricated plate lifting mechanisms comprise vertical jacking cylinders 9 corresponding to the prefabricated plate lifting seats in number, the vertical jacking cylinders 9 are hydraulic cylinders, each prefabricated plate lifting seat is connected with a piston rod of each corresponding vertical jacking cylinder, a telescopic guide structure is arranged between the upper end of each prefabricated plate lifting seat and the device upright post, and the telescopic guide structure comprises at least two guide rods 13 which are matched with each other in a telescopic guide mode in sequence along the vertical direction.
Be provided with prefabricated plate link mechanism on the prefabricated plate lift seat, prefabricated plate link mechanism is including being used for through articulated structure and the inboard releasable connection's of corresponding fan-shaped prefabricated plate upside telescopic link 12 and downside telescopic link 10, and prefabricated plate link mechanism still includes the auxiliary telescopic link 11 who links to each other with upside telescopic link 12 and downside telescopic link 10 respectively, and the inboard of fan-shaped prefabricated plate 21 is provided with and is used for and corresponds articulated structure complex prefabricated plate hinge hole 24. The upper side telescopic rod, the lower side telescopic rod and the auxiliary telescopic rod are hydraulic telescopic rods.
The top end of the device column is rotatably fitted with an upper ring beam bracket 19 having a rotation axis extending in the up-down direction, which is driven to rotate by a bracket drive mechanism 17. In this embodiment, the bracket driving mechanism includes a bracket driving motor arranged vertically, and a power output end of the bracket driving motor is connected with the upper ring beam bracket 19 through a speed reducer.
When the prefabricated plate connecting structure is used, the upper ring beam 18 is placed on the upper ring beam bracket 19, the upper ring beam is provided with vertically arranged upper ring beam connecting holes 33, the lower ring beam is provided with vertically arranged lower ring beam connecting holes 35, the upper end of the fan-shaped prefabricated plate is provided with vertically arranged prefabricated plate upper connecting holes 32, the lower end of the fan-shaped prefabricated plate is provided with vertically arranged prefabricated plate lower connecting holes 34, and when the prefabricated plate upper connecting holes 32 correspond to the corresponding upper ring beam connecting holes 33, the connection between the fan-shaped prefabricated plate and the upper ring beam can be realized by penetrating upper ring beam connecting screws 28 into the prefabricated plate upper connecting holes and the upper ring beam connecting holes; when the lower connecting holes 34 of the prefabricated panels correspond to the corresponding lower ring beam connecting holes 35, the fan-shaped prefabricated panels can be connected with the lower ring beams by penetrating the lower ring beam connecting screws 26 in the lower connecting holes of the prefabricated panels and the lower ring beam connecting holes.
Preferably, an upper ring beam mounting groove 29 with a notch facing the center of the upper ring beam is formed in the upper ring beam, an upper ring beam notch 30 is formed in the upper ring beam mounting groove, the upper end of each fan-shaped precast slab is placed at the upper ring beam notch in use, then the upper ring beam is rotated, the fan-shaped precast slabs enter the upper ring beam mounting groove, the upper ring beam connecting holes are respectively located at the upper side and the lower side of the upper connecting holes of the precast slabs at non-notch positions as shown in fig. 11, the upper ring beam connecting holes are only located at the lower side of the upper connecting holes of the precast slabs at notch positions as shown in fig. 12, and the upper ends of the last batch of fan-shaped precast slabs are connected with the upper ring beam notch. Similar structure, set up the lower ring beam mounting groove 27 that the notch was put towards the lower ring beam central point and put on the lower ring beam, have lower ring beam breach 31 on the lower ring beam mounting groove, during the use, the lower extreme of fan-shaped prefabricated plate is put in lower ring beam breach department first, then the rotating device stand, the lower extreme of fan-shaped prefabricated plate just enters into lower ring beam mounting groove, for non-breach position, the lower ring connecting hole is located the upside and the downside of prefabricated plate downside connecting hole respectively as shown in figure 9, for the breach position, the lower ring beam connecting hole then only is located the downside of prefabricated plate downside connecting hole as shown in figure 10, the fan-shaped lower extreme of the last batch of prefabricated plate links to each other with lower ring beam breach department.
When the device is used, the assembled cabin roof of the squat cabin consists of sixteen fan-shaped prefabricated plates, and the rotary jacking device can complete jacking of four fan-shaped prefabricated plates at one time, so that the sixteen fan-shaped prefabricated plates are jacked in four batches.
The jacking process of the first four fan-shaped prefabricated plates is as follows: the method comprises the steps of conveying a first fan-shaped prefabricated plate to the inner side of a bin wall through bin door manpower or a conveying trolley, installing the fan-shaped prefabricated plate on a prefabricated plate connecting rod mechanism opposite to the bin door, specifically, connecting a prefabricated plate hinge hole on the inner side of the fan-shaped prefabricated plate with an upper side telescopic rod and a lower side telescopic rod of the corresponding prefabricated plate connecting rod mechanism respectively as shown in figure 1, rotating a device upright post, rotating the first fan-shaped prefabricated plate away from the bin door, connecting a second fan-shaped prefabricated plate with the corresponding prefabricated plate connecting rod mechanism as shown in figure 2, circulating in such a way, completing the connection of the four fan-shaped prefabricated plates with the corresponding prefabricated plate connecting rod mechanisms respectively, jacking the four fan-shaped prefabricated plates through a vertical jacking cylinder as shown in figure 3, wherein each fan-shaped prefabricated plate can be in a folded state close to the side of the device upright post in the jacking process, the stability of the jacking process can be improved, and meanwhile, an upper ring beam and a ring beam can be avoided, The influence of the lower ring beam on the ascending process of the fan-shaped precast slabs is that after the jacking height of the first batch of fan-shaped precast slabs is in place, the precast slab link mechanism drives the corresponding fan-shaped precast slabs to be in a folded state to an unfolded state as shown in figures 4-5, after the fan-shaped precast slabs are unfolded in place, the height of the fan-shaped precast slabs is reduced, the upper ends of the fan-shaped precast slabs fall into the upper ring beam notch of the upper ring beam, the lower ends of the fan-shaped precast slabs fall into the lower ring beam notch of the lower ring beam, then the upper ring beam is rotated, the upper ends of the fan-shaped precast slabs are rotated into the upper ring beam mounting groove, the upper side connecting holes of the precast slabs correspond to the corresponding upper ring beam connecting holes of the upper ring beam, the fan-shaped precast slabs are connected with the upper ring beam by penetrating upper ring beam connecting screws into the upper ring beam connecting holes and the corresponding upper ring beam connecting holes, and the upright post of the device is rotated, so that the lower side connecting holes of the precast slabs correspond to the corresponding lower ring beam connecting holes, the prefabricated plate is connected with the lower ring beam by penetrating and installing a lower ring beam connecting screw rod in the lower ring beam connecting hole and the lower side connecting hole of the prefabricated plate.
And then, the connection between the prefabricated plate connecting rod mechanisms and the corresponding fan-shaped prefabricated plates is removed, each prefabricated plate connecting rod mechanism moves downwards, the jacking installation of a second batch of four fan-shaped prefabricated plates is carried out, after the jacking installation of a third batch of four fan-shaped prefabricated plates is completed, a final installation gap is formed between an upper ring beam gap and a lower ring beam gap on a bin top plate, so that the last batch of four fan-shaped prefabricated plates can be jacked conveniently, the circumferential size of the last batch of fan-shaped prefabricated plates is smaller than that of the first three batches of fan-shaped prefabricated plates, the last batch of fan-shaped prefabricated plates can smoothly pass through the installation gap in the up-down direction, and after the installation is finished, the gaps between the last batch of fan-shaped prefabricated plates and the fan-shaped prefabricated plates adjacent to the last batch of fan-shaped prefabricated plates can be filled by mortar.
In other embodiments of the invention: the number of the precast slab link mechanisms can be set according to the requirement, for example, three, five or other numbers; the upper side telescopic rod, the lower side telescopic rod and the auxiliary telescopic rod can also be electric push rods; the rotation fit between the device upright post and the device base can be realized in a shaft hole mode, for example, a rotating shaft is fixed at the bottom of the device upright post, and a rotating shaft assembling hole which is in rotation fit with the rotating shaft is formed in the device base; the prefabricated plate lifting mechanism can also be in other forms, for example, a rack is directly arranged on the device upright post, the prefabricated plate lifting seat is matched with the device upright post in a guiding and moving manner in the up-down direction, a lifting seat driving motor is arranged on the prefabricated plate lifting seat, and a gear meshed with the rack for transmission is in transmission connection on a motor shaft of the lifting seat driving motor, so that when the lifting seat driving motor works, the prefabricated plate lifting seat is driven to lift by meshing of the gear and the rack.
The upper ring beam mounting groove on the upper ring beam can be omitted, and at the moment, all the upper ring beam connecting holes are positioned on the lower side of the upper connecting holes of the precast slab as shown in figure 12; the lower ring beam mounting groove on the lower ring beam is not needed, and all the lower ring beam connecting holes 35 are positioned at the lower side of the connecting holes at the lower side of the precast slab as shown in fig. 10.
The construction method of the assembling type cabin top plate of the squat circular cabin is shown in figures 1-14:
in the first step, the connection between the first batch of fan-shaped prefabricated plates and the prefabricated plate link mechanisms of the corresponding rotary jacking devices is completed, the number of the first batch of fan-shaped prefabricated plates corresponds to the number of the prefabricated plate link mechanisms, and the specific structure of the rotary jacking devices is the same as that of the above-mentioned rotary jacking devices, and therefore, detailed description is omitted.
Specifically, firstly, a first fan-shaped prefabricated slab of a first batch of fan-shaped prefabricated slabs is transported to the inner side of a bin wall through a bin door, the first fan-shaped prefabricated slab is detachably connected with an upper side telescopic rod and a lower side telescopic rod of a prefabricated slab connecting rod mechanism through a hinge structure, then, a device upright post is rotated, the first fan-shaped prefabricated slab is rotated away from the bin door, the second fan-shaped prefabricated slab is connected with a corresponding prefabricated slab connecting rod mechanism, and the steps are repeated to complete the connection of all the first batch of fan-shaped prefabricated slabs and the prefabricated slab connecting rod mechanism;
secondly, the prefabricated plate lifting mechanism drives the prefabricated plate lifting seat to drive the fan-shaped prefabricated plate to move upwards, after the upper ring beam connecting end of the fan-shaped prefabricated plate crosses the upper ring beam, the prefabricated plate connecting rod mechanism adjusts the position and the pitching angle of the fan-shaped prefabricated plate, the upper ring beam is rotated, the fan-shaped prefabricated plate is connected with the upper ring beam, the device upright post is rotated, and the fan-shaped prefabricated plate is connected with the lower ring beam;
thirdly, removing the connection between the fan-shaped prefabricated plates and the prefabricated plate connecting rod mechanisms, enabling the prefabricated plate connecting rod mechanisms to descend, repeating the first step to finish the connection between a second batch of fan-shaped prefabricated plates and the corresponding prefabricated plate connecting rod mechanisms respectively, and repeating the second step to finish the connection between the second batch of fan-shaped prefabricated plates and the upper ring beam and the lower ring beam;
and fourthly, repeating the third step to finish the connection of the last batch of fan-shaped precast slabs with the upper ring beam and the lower ring beam.
And in the second step, before the prefabricated plate lifting mechanism drives the prefabricated plate lifting seat to drive the fan-shaped prefabricated plate to move upwards, the prefabricated plate connecting rod mechanism adjusts the position and the pitch angle of the fan-shaped prefabricated plate so that the fan-shaped prefabricated plate is in a retracted state, the retracted state refers to a state that the upper end and the lower end of the fan-shaped prefabricated plate are both close to the device upright post, after the upper ring beam connecting end of the fan-shaped prefabricated plate crosses the upper ring beam, the prefabricated plate connecting rod mechanism adjusts the position and the pitch angle of the fan-shaped prefabricated plate, the fan-shaped prefabricated plate is in an unfolded state, and the unfolded state refers to a use state when the fan-shaped prefabricated plate forms the bin top. In other embodiments of the present invention, each of the fan-shaped precast slabs may also be directly lifted upward in the unfolded state as long as the upper and lower ring beams do not interfere with the movement of the fan-shaped precast slabs.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.

Claims (10)

1.浅圆仓装配式仓顶板的转动式顶升施工装置,其特征在于:包括使用时置于仓壁内侧的装置底座,装置底座上转动装配有转动轴线沿上下方向延伸的装置立柱,装置立柱上设置有至少三个沿周向布置的预制板升降座,预制板升降座由预制板升降机构驱动而上下移动,预制板升降座上设置有预制板连杆机构,预制板连杆机构包括用于通过铰接结构与对应扇形预制板内侧可拆连接的上侧伸缩杆和下侧伸缩杆,预制板连杆机构还包括与上侧伸缩杆和/或下侧伸缩杆相连的辅助伸缩杆,装置立柱的顶端转动装配有转动轴线沿上下方向延伸的上环梁托架,上环梁托架由托架驱动机构驱动而转动。1. the rotary jacking construction device of the assembled warehouse roof of the shallow round warehouse is characterized in that: the device base that is placed on the inner side of the warehouse wall during use is included, and the device base is rotated and equipped with the device column that the axis of rotation extends along the upper and lower directions, and the device At least three prefabricated board lifting seats arranged in the circumferential direction are arranged on the upright column. The prefabricated board lifting seat is driven by the prefabricated board lifting mechanism to move up and down. The prefabricated board lifting seat is provided with a prefabricated board link mechanism. The upper telescopic rod and the lower telescopic rod are used for detachable connection with the inner side of the corresponding fan-shaped prefabricated plate through the hinge structure, and the prefabricated plate linkage mechanism also includes an auxiliary telescopic rod connected with the upper telescopic rod and/or the lower telescopic rod, The top end of the device upright column is rotatably equipped with an upper ring beam bracket whose rotation axis extends in the up-down direction, and the upper ring beam bracket is driven by the bracket drive mechanism to rotate. 2.根据权利要求1所述的转动式顶升施工装置,其特征在于:各预制板升降座沿周向间隔布置。2 . The rotary jacking construction device according to claim 1 , wherein each prefabricated board lifting seat is arranged at intervals along the circumferential direction. 3 . 3.根据权利要求1所述的转动式顶升施工装置,其特征在于: 上侧伸缩杆、下侧伸缩杆和辅助伸缩杆均为液压伸缩杆。3 . The rotary jacking construction device according to claim 1 , wherein: the upper telescopic rod, the lower telescopic rod and the auxiliary telescopic rod are all hydraulic telescopic rods. 4 . 4.根据权利要求1所述的转动式顶升施工装置,其特征在于:预制板升降机构包括与预制板升降座对应布置的竖向顶升缸,各预制板升降座与对应竖向顶升缸的活塞杆相连,预制板升降座的上端与装置立柱之间设置有伸缩导向结构,伸缩导向结构包括至少两节沿上下方向顺次伸缩导向配合的导向杆。4 . The rotary jacking construction device according to claim 1 , wherein the prefabricated board lifting mechanism comprises a vertical jacking cylinder arranged corresponding to the prefabricated board lifting seat, and each prefabricated board lifting seat corresponds to the corresponding vertical jacking block. 5 . The piston rods of the cylinder are connected, and a telescopic guide structure is arranged between the upper end of the prefabricated plate lifting seat and the device upright, and the telescopic guide structure includes at least two guide rods that are telescopically guided and matched in sequence along the upper and lower directions. 5.根据权利要求1所述的转动式顶升施工装置,其特征在于:装置立柱包括多个沿上下方向顺次可拆连接的安装节。5 . The rotary jacking construction device according to claim 1 , wherein the device column comprises a plurality of installation sections which are sequentially detachably connected in the up-down direction. 6 . 6.根据权利要求1所述的转动式顶升施工装置,其特征在于:装置立柱由立柱驱动机构驱动而转动。6 . The rotary jacking construction device according to claim 1 , wherein the device column is driven to rotate by a column drive mechanism. 7 . 7.根据权利要求1~5任意一项所述的转动式顶升施工装置,其特征在于:装置底座包括底座基础,底座基础具有环形台面和位于环形台面中心位置的装配槽,装置立柱底部固定有下端位于所述装配槽中的抗剪键,抗剪键上沿径向穿设有转动传力杆,转动传力杆的端部套连有与环形台面滚动配合的金属球。7. The rotary jacking construction device according to any one of claims 1 to 5, characterized in that: the device base comprises a base foundation, and the base foundation has an annular table and an assembly groove located at the center of the annular table, and the bottom of the device column is fixed There is a shear key whose lower end is located in the assembling groove. The shear key is provided with a rotating power transmission rod in the radial direction, and the end of the rotating power transmission rod is sleeved with a metal ball which is rolled and matched with the annular table surface. 8.根据权利要求7所述的转动式顶升施工装置,其特征在于:底座基础上固定有安装板,安装板上设置有驱动装置立柱转动的立柱驱动机构。8 . The rotary jacking construction device according to claim 7 , wherein a mounting plate is fixed on the base, and the mounting plate is provided with a column driving mechanism for driving the rotation of the column of the device. 9 . 9.一种使用如权利要求1~8任意一项所述的转动式顶升施工装置的施工方法,其特征在于:该方法包括以下步骤,9. A construction method using the rotary jacking construction device according to any one of claims 1 to 8, wherein the method comprises the following steps: 第一步,完成第一批扇形预制板与对应预制板连杆机构的连接,第一批扇形预制板的个数与预制板连杆机构的个数对应,The first step is to complete the connection between the first batch of fan-shaped prefabricated plates and the corresponding prefabricated plate linkage mechanisms. The number of the first batch of sector-shaped prefabricated plates corresponds to the number of prefabricated plate linkage mechanisms. 具体的,首先,将第一批扇形预制板的第一块扇形预制板经仓门运输至仓壁内侧,第一块扇形预制板通过铰接结构与预制板连杆机构的上侧伸缩杆、下侧伸缩杆可拆连接,随后,转动装置立柱,第一块扇形预制板转离仓门,完成第二块扇形预制板与对应预制板连杆机构的连接,重复上述步骤,完成第一批所有扇形预制板与预制板连杆机构的连接;Specifically, first, the first sector-shaped prefabricated panel of the first batch of sector-shaped prefabricated panels is transported to the inner side of the warehouse wall through the warehouse door, and the first sector-shaped prefabricated panel is connected to the upper telescopic rod and the lower side of the prefabricated panel linkage mechanism through the hinge structure The side telescopic rods are detachably connected. Then, the device column is rotated, and the first sector-shaped prefabricated panel is turned away from the warehouse door to complete the connection between the second sector-shaped prefabricated panel and the corresponding prefabricated panel linkage mechanism. Repeat the above steps to complete all the first batch of prefabricated panels. The connection between the fan-shaped prefabricated plate and the connecting rod mechanism of the prefabricated plate; 第二步,预制板升降机构驱动预制板升降座带着扇形预制板向上移动,扇形预制板的上环梁连接端越过上环梁后,预制板连杆机构调整扇形预制板的位置和俯仰角度,转动上环梁,扇形预制板与上环梁连接,转动装置立柱,扇形预制板与下环梁连接;In the second step, the prefabricated plate lifting mechanism drives the prefabricated plate lifting seat to move upward with the fan-shaped prefabricated plate. After the connecting end of the upper ring beam of the fan-shaped prefabricated plate passes the upper ring beam, the prefabricated plate linkage mechanism adjusts the position and pitch angle of the fan-shaped prefabricated plate. , rotate the upper ring beam, the fan-shaped prefabricated plate is connected with the upper ring beam, rotate the device column, and the fan-shaped prefabricated plate is connected with the lower ring beam; 第三步,拆除扇形预制板与预制板连杆机构的连接,预制板连杆机构下行,重复第一步,完成第二批扇形预制板分别与对应预制板连杆机构的连接,重复第二步,完成第二批扇形预制板与上环梁、下环梁的连接;The third step is to remove the connection between the fan-shaped prefabricated plate and the prefabricated plate linkage mechanism, the prefabricated plate linkage mechanism goes down, and repeat the first step to complete the connection between the second batch of fan-shaped prefabricated plates and the corresponding prefabricated plate linkage mechanism, and repeat the second step, complete the connection of the second batch of fan-shaped prefabricated panels with the upper ring beam and the lower ring beam; 第四步,重复第三步,完成最后一批扇形预制板与上环梁、下环梁的连接。The fourth step is to repeat the third step to complete the connection of the last batch of fan-shaped prefabricated panels to the upper and lower ring beams. 10.根据权利要求9所述的施工方法,其特征在于:在所述第二步中,预制板升降机构驱动预制板升降座带着扇形预制板向上移动前,预制板连杆机构调整扇形预制板的位置和俯仰角度,使得扇形预板处于收起状态,扇形预制板的上环梁连接端越过上环梁后,预制板连杆机构调整扇形预制板的位置和俯仰角度,扇形预制板处于展开状态。10. The construction method according to claim 9, characterized in that: in the second step, before the prefabricated plate lifting mechanism drives the prefabricated plate lifting seat to move upward with the fan-shaped prefabricated plate, the prefabricated plate link mechanism adjusts the fan-shaped prefabricated plate. The position and pitch angle of the plate make the fan-shaped prefabricated plate in a retracted state. After the connecting end of the upper ring beam of the fan-shaped prefabricated plate passes over the upper ring beam, the prefabricated plate linkage mechanism adjusts the position and pitch angle of the fan-shaped prefabricated plate. Expanded state.
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