CN112854743A - Sliding construction device for high-rise cylindrical building - Google Patents
Sliding construction device for high-rise cylindrical building Download PDFInfo
- Publication number
- CN112854743A CN112854743A CN202110269309.0A CN202110269309A CN112854743A CN 112854743 A CN112854743 A CN 112854743A CN 202110269309 A CN202110269309 A CN 202110269309A CN 112854743 A CN112854743 A CN 112854743A
- Authority
- CN
- China
- Prior art keywords
- platform
- building
- suspension
- cylindrical
- lifting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 238000010276 construction Methods 0.000 title claims abstract description 30
- 230000009194 climbing Effects 0.000 claims abstract description 41
- 230000002093 peripheral effect Effects 0.000 claims abstract description 35
- 239000000725 suspension Substances 0.000 claims description 59
- 238000009415 formwork Methods 0.000 claims description 26
- 230000000712 assembly Effects 0.000 claims description 8
- 238000000429 assembly Methods 0.000 claims description 8
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000004804 winding Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
-
- 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
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- 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
A sliding construction device for a high-rise tubular building, comprising: a glide climbing mechanism comprising: a hydraulic climbing assembly, and a support rod; a template mechanism connected with the hydraulic climbing assembly, comprising: an inner template and an outer template; a platform system comprising: the hydraulic climbing device comprises a main platform and a peripheral platform, wherein the main platform and the peripheral platform are fixedly connected with a hydraulic climbing assembly, the main platform is located in a cylindrical building, the peripheral platform surrounds the outside of the cylindrical building, and the main platform and the cylindrical building and the peripheral platform and the cylindrical building are mutually spaced to form an upper channel and a lower channel. Because the main platform and the peripheral platform in the platform system are connected with the hydraulic climbing assembly, and the main platform and the cylindrical building as well as the peripheral platform and the cylindrical building are mutually spaced, the spacing space forms an upper channel and a lower channel, so that the up and down of an operator are facilitated, the falling risk is avoided, and the stability of the whole platform system can be ensured.
Description
Technical Field
The application relates to the technical field of building construction, in particular to a sliding construction device for a high-rise cylindrical building.
Background
In engineering construction, the construction of a concrete chimney structure has the characteristics of high difficulty and high risk all the time, and the construction is characterized in that the chimney is of a straight-arm cylindrical structure and has a height of dozens of meters to hundreds of meters, and during construction, an operator is in an ultrahigh-altitude operation state, has no reliable platform or acting point nearby and can only climb and attach to the wall of the chimney. A traditional chimney structure construction process generally adopts a slip form method, wherein a triangular truss operation platform is erected on two sides of the wall of a cylinder to perform slip form operation, and personnel are connected with the triangular truss platform through a ladder stand or a hanging basket to get on and off the triangular truss platform. The method has certain defects, such as inconvenience in up and down of operators, transfer from the hanging basket to the sliding mode platform, no regular safety channel, and increased falling risk of operators; secondly, the single-leg truss platforms on the two sides of the cylinder wall are mutually independent and only embedded and assisted on the cylinder wall structure, so that the overall stability is poor, and the instability phenomenon is easy to generate.
Disclosure of Invention
The application provides a construction equipment that slides for high-rise tube-shape building through the setting of platform system to operating personnel upper and lower avoids operating personnel risk of falling, simultaneously, guarantees the stability of whole platform system.
The application provides a construction equipment that slides for high-rise tube-shape building includes:
a glide climbing mechanism comprising: a hydraulic climbing assembly, and a support rod; the support rod is arranged along the vertical direction, and the hydraulic climbing assembly is arranged on the support rod and is used for sliding and climbing along the height direction of the support rod;
a template mechanism connected with the hydraulic climbing assembly, comprising: the inner template and the outer template are used for forming a cavity for forming the wall of the cylindrical building;
a platform system comprising: the main platform and the peripheral platform are fixedly connected with the hydraulic climbing assembly, the main platform is located in the tubular building, the peripheral platform surrounds the outside of the tubular building, and the main platform and the tubular building as well as the peripheral platform and the tubular building are mutually spaced to form an upper channel and a lower channel.
Further, the platform system further comprises: a first suspension frame and a second suspension frame; the first suspension frame is arranged at the bottom of the main platform, the second suspension frame is arranged at the bottom of the peripheral platform, and the first suspension frame and the second suspension frame are respectively positioned at the inner side and the outer side of the cylindrical wall of the cylindrical building.
Further, the platform system further comprises: a plurality of first support beams, a plurality of second support beams, a plurality of outer ring connecting beams, a main platform plate and a peripheral platform plate; the first supporting beams are sequentially arranged side by side at intervals along a first direction, the second supporting beams are sequentially arranged side by side at intervals along a second direction, the first direction is intersected with the second direction, and the joints of the first supporting beams and the second supporting beams are fixedly connected to form a platform supporting part; the outer ring connecting beam is connected to the circumferential edge of the platform supporting part; the first support beam is slidably arranged on the support rod in a penetrating mode, the hydraulic climbing assembly is installed above the first support beam, and the first suspension frame and the second suspension frame are installed below the first support beam; the main platform plate is laid in the middle of the platform supporting part to form the main platform together with the middle of the platform supporting part; the peripheral platform board is laid on the periphery of the main platform board to form the peripheral platform together with the platform supporting part; the upper and lower channels are formed on the deck support portion between the main deck board and the peripheral deck board.
Further, the platform system further comprises: the first suspension frame and the second suspension frame are both provided with the telescopic idler wheels, and the telescopic idler wheels face the wall of the cylindrical building barrel.
Further, the first and second suspension brackets each include: a plurality of inner booms, a plurality of outer booms, at least two sets of connection assemblies, and at least two hanger plates; the inner suspension rods are close to the cylindrical wall of the cylindrical building, the outer suspension rods are far away from the cylindrical wall of the cylindrical building, the inner suspension rods and the outer suspension rods are arranged along the vertical direction, and the inner suspension rods and the outer suspension rods are sequentially arranged at intervals along the circumferential direction of the cylindrical wall of the cylindrical building; the at least two suspension plates correspond to the at least two groups of connecting components one to one, the at least two groups of connecting components are sequentially arranged at intervals along the vertical direction, and the suspension plates are laid on the connecting components; the telescopic roller is arranged on the inner suspender.
Further, the connection assembly includes: the connecting rods are sequentially arranged at intervals along the circumferential direction of the cylindrical wall of the cylindrical building, one end of each connecting rod is connected to the inner suspension rod, and the other end of each connecting rod is connected to the outer suspension rod; the suspension plates are laid on the plurality of connecting rods.
Further, still include: and the lifting mechanism is arranged at the bottom of the main platform and is used for lifting an operator.
Further, the lifting mechanism includes: at least two lifting ropes, a hanging basket and at least two lifting machines; one end of each of the at least two lifting ropes is used for being fixed on the platform system, the at least two hoists are installed on the hanging basket, and the other ends of the at least two lifting ropes are respectively connected to the hoists; the lifting machine is used for winding the lifting rope so as to drive the hanging basket to ascend or descend through the lifting rope, and the hanging basket is used for bearing operators.
Further, the template mechanism further comprises: and the formwork lifting assembly is mounted on the platform system and used for lifting the inner formwork and the outer formwork to move upwards along the height direction of the cylindrical building.
Further, the template mechanism further comprises: the plurality of counter-pulling components are used for counter-pulling the inner template and the outer template so as to form a cavity formed into the cylindrical wall of the cylindrical building between the inner template and the outer template.
According to the sliding construction device for the high-rise tubular building in the embodiment, the main platform and the peripheral platform in the platform system are connected with the hydraulic climbing assembly, and the main platform and the tubular building as well as the peripheral platform and the tubular building are mutually spaced, so that an upper channel and a lower channel are formed in the spacing space, operators can conveniently go up and down, the falling risk is avoided, and the stability of the whole platform system can be ensured.
Drawings
Fig. 1 is a schematic structural view of a slip construction device for a high-rise building according to the present application;
FIG. 2 is an enlarged view of a portion of FIG. 1 at A;
FIG. 3 is an enlarged view of a portion of FIG. 1 at B;
fig. 4 is a plan view of the slip construction device for high-rise buildings according to the present application.
Detailed Description
The present application will be described in further detail below with reference to the accompanying drawings by way of specific embodiments. Wherein like elements in different embodiments are numbered with like associated elements. In the following description, numerous details are set forth in order to provide a better understanding of the present application. However, those skilled in the art will readily recognize that some of the features may be omitted or replaced with other elements, materials, methods in different instances. In some instances, certain operations related to the present application have not been shown or described in detail in order to avoid obscuring the core of the present application from excessive description, and it is not necessary for those skilled in the art to describe these operations in detail, so that they may be fully understood from the description in the specification and the general knowledge in the art.
Furthermore, the features, operations, or characteristics described in the specification may be combined in any suitable manner to form various embodiments, and the operation steps involved in the embodiments may be interchanged or modified in order as will be apparent to those skilled in the art. Accordingly, the description and drawings are merely for clarity of description of certain embodiments and are not intended to necessarily refer to a required composition and/or order.
The numbering of the components as such, e.g., "first", "second", etc., is used herein only to distinguish the objects as described, and does not have any sequential or technical meaning. The term "connected" and "coupled" when used in this application, unless otherwise indicated, includes both direct and indirect connections (couplings).
According to the sliding construction device for the high-rise cylindrical building, the high-rise building can be a chimney, and the high-rise building slides for one section along the height direction of the chimney through the sliding construction device until the high-rise building slides to the design height of the chimney, so that the chimney is formed. The chimney may have a circular or rectangular cross section, and in this embodiment, the chimney has a rectangular cross section. As shown in fig. 1, the tubular building 100 includes: a cylindrical wall 101 and a foundation 102, the cylindrical wall 101 having a rectangular shape in cross section, the bottom end of the cylindrical wall 101 being disposed on the foundation 103, thereby forming a cylindrical building 100.
Referring to fig. 1 to 4, the sliding construction apparatus for a high-rise tubular building according to the present embodiment mainly includes: a glide climbing mechanism 10, a template mechanism 20, a platform system 30, and a lifting mechanism 40.
The glide climbing mechanism 10 comprises: a hydraulic climbing assembly 11 and a support rod 12, wherein, the hydraulic climbing assembly 11 and the support rod 12 are provided in a plurality, and the hydraulic climbing assembly 11 and the support rod 12 are provided in the same number. All the support rods 12 are arranged along the vertical direction, one end of each support rod 12 is embedded in the foundation 102 in the initial state, and the support rods 12 are embedded in the cylinder wall 11 of the cylindrical building 100 along with the molding of the cylinder wall 11. All the hydraulic climbing assemblies 12 are respectively installed on the corresponding support rods 12, and the hydraulic climbing assemblies 12 are used for sliding climbing along the height direction of the support rods 12, namely sliding climbing along the vertical direction.
In this embodiment, all the support rods 12 are enclosed in a rectangular shape, and the perimeter of the rectangular shape is approximately equal to the perimeter of the rectangle in which the cross section of the cylinder wall 101 is located.
The template mechanism 20 is connected with the hydraulic climbing assembly 11, and the template mechanism 20 specifically comprises: the inner formwork 21 and the outer formwork 22 are used for forming a cavity for forming the wall of the cylindrical building.
Specifically, the inner form 21 is located inside the cylindrical wall 101, the outer form 22 is located outside the cylindrical wall 101, the shape of the enclosed shape of the inner form 21 and the outer form 22 is rectangular, concrete is poured into the cavity, and after the concrete is solidified, the cylindrical wall 101 is formed.
In this embodiment, the template mechanism 20 further includes: and the counter-pulling assemblies 23 are sequentially arranged along the height direction of the formwork mechanism 20, and the counter-pulling assemblies 23 are used for counter-pulling the inner formwork 21 and the outer formwork 22 so as to form a cavity formed into the cylindrical building cylinder wall between the inner formwork 21 and the outer formwork 22.
The platform system 30 includes: the main platform 31 and the peripheral platform 32 are fixedly connected with the hydraulic climbing assembly 11, wherein the main platform 31 is located inside the tubular building 100, i.e. inside the tubular wall 101, and the peripheral platform 32 is arranged around the tubular building 100, i.e. outside the tubular wall 101. In this embodiment, the main platform 31 and the tubular building 100, and the peripheral platform 32 and the tubular building 100 are spaced from each other to form an up-down passage P for an operator to go up and down.
In this embodiment, the main platform 31 and the peripheral platform 32 in the platform system 30 are connected to the hydraulic climbing module 11, and the platform system 30 provides a large-area construction site for the operator to stand, so as to prevent the operator from falling. In addition, the main platform 31 and the tubular building 100, and the peripheral platform 32 and the tubular building 100 are spaced from each other to form an up-down passage P for an operator to go up and down, and the stability of the platform system 30 can be ensured.
A lifting mechanism 40 is mounted at the bottom of the main platform 31, the lifting mechanism 40 being used to lift the operator, although it is also possible to lower the operator to the ground.
As shown in fig. 1, the lifting mechanism 40 includes: at least two hoisting ropes 41, a gondola 42, and at least two hoists 43. One end of each of the lift cords 41 is fixed to the platform system 30, all the hoists 43 are mounted on the gondola 42, and the other ends of each of the lift cords 41 are connected to the hoists 43, respectively. The hoist 43 is used to wind the hoisting rope 41 to raise or lower a basket 42 by the hoisting rope 41, and the basket 42 is used to carry an operator.
In this embodiment, the hoisting rope 41 is a steel wire rope of 8.3mm to ensure load bearing.
In an initial state, the supporting rods 12 are arranged along the vertical direction, the bottom ends of all the supporting rods 12 are embedded in the foundation 102 in the initial state, the shape enclosed by all the supporting rods 12 is a rectangular shape, and the hydraulic climbing assembly 11 is installed on the supporting rods 12. And then installing an inner template 21 to the inner side of the rectangular support rod 12, installing an outer template 22 to the outer side of the rectangular support rod 12, forming a cavity by the inner template 21 and the outer template 22, pouring concrete into the cavity, and forming a first barrel body after the concrete is solidified. The hydraulic climbing assembly 11 climbs for a certain distance along the vertical direction, drives the platform system 30 to climb for a certain distance, then detaches and moves the original inner formwork 21 and the original outer formwork 22 for a certain height, recombines the inner formwork and the outer formwork into a cavity, and pours concrete, thereby forming a second barrel body. The above steps are repeated until the required height of the cylinder wall 101 is reached, and the construction of the cylinder wall 101 is completed.
The certain distance to be climbed by the hydraulic climbing assembly 1 is the height of the inner formwork 21 and the outer formwork 22. When climbing to a height that is not convenient for the operator to get on and off, the lifting is performed by the lifting mechanism 40.
In this embodiment, the template mechanism further includes: and a formwork lifting assembly (not shown) mounted on the platform system 30 for lifting the inner and outer formworks 21 and 22 upward in the height direction of the tubular building.
Of course, in other embodiments, two template lifting assemblies may be provided to lift the inner and outer templates 21 and 22, respectively, upward.
In this application, template lifting unit adopts 3 t's chain block.
With continued reference to fig. 2 and 3, the platform architecture 30 further includes: a first suspension bracket 33, and a second suspension bracket 34. The first suspension brackets 33 are installed at the bottom of the main platform 31, the second suspension brackets 34 are installed at the bottom of the peripheral platform 32, and the first suspension brackets 32 are located inside the wall 101 of the tubular building 100, and the second suspension brackets 34 are located outside the wall 101 of the tubular building 100.
Specifically, the first hanger 32 is located outside the inner formwork 21, and the second hanger 34 is located outside the outer formwork 22. The first hangers 33 are communicated with the upper and lower passages P between the main platform 31 and the tubular building 100, and the second hangers 34 are communicated with the upper and lower passages P between the peripheral platforms 32 and the tubular building 100, so that the arrangement of the first hangers 33 and the second hangers 34 facilitates the construction of the formwork structure 20.
With continued reference to fig. 2-4, the platform architecture 30 further includes: a plurality of first support beams 35, a plurality of second support beams 36, a plurality of outer ring connecting beams 37, a main platform plate 38, and a peripheral platform plate 39. All of the first support beams 35 are sequentially spaced side-by-side in a first direction and all of the second support beams 36 are sequentially spaced side-by-side in a second direction. In this embodiment, the first direction and the second direction intersect, and the joint of the first support beam 35 and the second support beam 36 is fixedly connected to form a platform support portion of a monolithic structure. The outer ring connecting beam 37 is connected to the circumferential edge of the platform support, i.e. to the ends of the first support beam 35 and the second support beam 36. The first supporting beam 35 is slidably disposed through the supporting rod 12, so as to drive the platform system 30 to move integrally through the hydraulic climbing assembly 11. The hydraulic climbing assembly 11 is mounted above the first support beam 35, and the first and second suspension brackets 33 and 34 are mounted below the first support beam 35.
In this embodiment, the main deck plate 38 is laid on the middle of the deck support to form the aforementioned main deck 31 with the middle of the deck support. The peripheral platform plate 39 is laid on the periphery of the main platform plate 8 to form the aforementioned peripheral platform 32 with the platform support portion. The above-mentioned upper and lower passages P are formed in the stage support portion between the main stage plate 38 and the peripheral stage plate 39, that is, between the spaces enclosed by the adjacent first support beams 35 and second support beams 36.
As shown in fig. 3, the platform architecture 30 further includes: the retractable rollers 311 are disposed on the first and second suspension frames 33 and 34, and the retractable rollers 311 are disposed on the first and second suspension frames 33 and 34 toward the cylindrical wall 101 of the cylindrical building 100 so as to move along with the climbing of the hydraulic climbing assembly 11.
In this embodiment, the first suspension frame 33 and the second suspension frame 34 have the same structure, and both of them include: a plurality of inner hanger rods 312, a plurality of outer hanger rods 313, at least two sets of linkage assemblies 314, and at least two hanger plates 315. Wherein all the inner booms 312 are close to the cylindrical wall 101 of the cylindrical building 100, all the outer booms 313 are far from the cylindrical wall 101 of the cylindrical building 100, the inner booms 312 and the outer booms 313 are arranged in the vertical direction, and all the inner booms 312 and all the outer booms 313 are sequentially arranged at intervals in the circumferential direction of the cylindrical wall 101 of the cylindrical building 100. The suspension plates 315 are in one-to-one correspondence with the connection units 314, and the connection units 314 are sequentially disposed between the inner boom 312 and the outer boom 313 at intervals in the vertical direction, and the suspension plates 315 are laid on the connection units 314, thereby forming upper and lower platforms for an operator to get on and off. The telescopic roller 311 is mounted on the inner boom 312.
In one embodiment, the connection assembly 314 includes: a plurality of connecting rods, all of which are arranged at intervals in sequence along the circumferential direction of the cylindrical wall 101 of the cylindrical building 100, wherein one end of the connecting rod is connected to the inner boom 312 and the other end of the connecting rod is connected to the outer boom 313, thereby forming a connecting assembly 314, and the aforementioned suspension plate 315 is laid on all of the connecting rods.
The present invention has been described in terms of specific examples, which are provided to aid understanding of the invention and are not intended to be limiting. For a person skilled in the art to which the invention pertains, several simple deductions, modifications or substitutions may be made according to the idea of the invention.
Claims (10)
1. A sliding construction device for a high-rise tubular building, comprising:
a glide climbing mechanism comprising: a hydraulic climbing assembly, and a support rod; the support rod is arranged along the vertical direction, and the hydraulic climbing assembly is arranged on the support rod and is used for sliding and climbing along the height direction of the support rod;
a template mechanism connected with the hydraulic climbing assembly, comprising: the inner template and the outer template are used for forming a cavity for forming the wall of the cylindrical building;
a platform system comprising: the main platform and the peripheral platform are fixedly connected with the hydraulic climbing assembly, the main platform is located in the tubular building, the peripheral platform surrounds the outside of the tubular building, and the main platform and the tubular building as well as the peripheral platform and the tubular building are mutually spaced to form an upper channel and a lower channel.
2. The sliding construction apparatus for high-rise tubular buildings according to claim 1, wherein the platform system further comprises: a first suspension frame and a second suspension frame; the first suspension frame is arranged at the bottom of the main platform, the second suspension frame is arranged at the bottom of the peripheral platform, and the first suspension frame and the second suspension frame are respectively positioned at the inner side and the outer side of the cylindrical wall of the cylindrical building.
3. The sliding construction apparatus for high-rise tubular buildings according to claim 2, wherein the platform system further comprises: a plurality of first support beams, a plurality of second support beams, a plurality of outer ring connecting beams, a main platform plate and a peripheral platform plate; the first supporting beams are sequentially arranged side by side at intervals along a first direction, the second supporting beams are sequentially arranged side by side at intervals along a second direction, the first direction is intersected with the second direction, and the joints of the first supporting beams and the second supporting beams are fixedly connected to form a platform supporting part; the outer ring connecting beam is connected to the circumferential edge of the platform supporting part; the first support beam is slidably arranged on the support rod in a penetrating mode, the hydraulic climbing assembly is installed above the first support beam, and the first suspension frame and the second suspension frame are installed below the first support beam; the main platform plate is laid in the middle of the platform supporting part to form the main platform together with the middle of the platform supporting part; the peripheral platform board is laid on the periphery of the main platform board to form the peripheral platform together with the platform supporting part; the upper and lower channels are formed on the deck support portion between the main deck board and the peripheral deck board.
4. The sliding construction apparatus for high-rise tubular buildings according to claim 3, wherein the platform system further comprises: the first suspension frame and the second suspension frame are both provided with the telescopic idler wheels, and the telescopic idler wheels face the wall of the cylindrical building barrel.
5. The sliding construction apparatus for a high-rise tubular building according to claim 4, wherein the first suspension bracket and the second suspension bracket each comprise: a plurality of inner booms, a plurality of outer booms, at least two sets of connection assemblies, and at least two hanger plates; the inner suspension rods are close to the cylindrical wall of the cylindrical building, the outer suspension rods are far away from the cylindrical wall of the cylindrical building, the inner suspension rods and the outer suspension rods are arranged along the vertical direction, and the inner suspension rods and the outer suspension rods are sequentially arranged at intervals along the circumferential direction of the cylindrical wall of the cylindrical building; the at least two suspension plates correspond to the at least two groups of connecting components one to one, the at least two groups of connecting components are sequentially arranged at intervals along the vertical direction, and the suspension plates are laid on the connecting components; the telescopic roller is arranged on the inner suspender.
6. The sliding construction apparatus for a high-rise tubular building according to claim 5, wherein the connection assembly comprises: the connecting rods are sequentially arranged at intervals along the circumferential direction of the cylindrical wall of the cylindrical building, one end of each connecting rod is connected to the inner suspension rod, and the other end of each connecting rod is connected to the outer suspension rod; the suspension plates are laid on the plurality of connecting rods.
7. The sliding construction apparatus for a high-rise tubular building according to claim 1, further comprising: and the lifting mechanism is arranged at the bottom of the main platform and is used for lifting an operator.
8. The sliding construction apparatus for a high-rise tubular building according to claim 7, wherein the lifting mechanism comprises: at least two lifting ropes, a hanging basket and at least two lifting machines; one end of each of the at least two lifting ropes is used for being fixed on the platform system, the at least two hoists are installed on the hanging basket, and the other ends of the at least two lifting ropes are respectively connected to the hoists; the lifting machine is used for winding the lifting rope so as to drive the hanging basket to ascend or descend through the lifting rope, and the hanging basket is used for bearing operators.
9. The sliding construction apparatus for high-rise tubular building according to claim 1, wherein said formwork mechanism further comprises: and the formwork lifting assembly is mounted on the platform system and used for lifting the inner formwork and the outer formwork to move upwards along the height direction of the cylindrical building.
10. The sliding construction apparatus for high-rise tubular building according to claim 7, wherein said formwork mechanism further comprises: the plurality of counter-pulling components are used for counter-pulling the inner template and the outer template so as to form a cavity formed into the cylindrical wall of the cylindrical building between the inner template and the outer template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110269309.0A CN112854743A (en) | 2021-03-12 | 2021-03-12 | Sliding construction device for high-rise cylindrical building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110269309.0A CN112854743A (en) | 2021-03-12 | 2021-03-12 | Sliding construction device for high-rise cylindrical building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112854743A true CN112854743A (en) | 2021-05-28 |
Family
ID=75994240
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110269309.0A Withdrawn CN112854743A (en) | 2021-03-12 | 2021-03-12 | Sliding construction device for high-rise cylindrical building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112854743A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101666158A (en) * | 2009-09-15 | 2010-03-10 | 中冶实久建设有限公司 | Correction method of lifting platform supporting bars of cylinder body structural engineering of inversed cone water tower in slip-form construction |
| CN103104091A (en) * | 2013-02-26 | 2013-05-15 | 中国建筑第八工程局有限公司 | Sliding mold whole lifting platform and construction method |
| CN104727545A (en) * | 2015-04-08 | 2015-06-24 | 中国十九冶集团有限公司 | Hydraulic sliding-mode vertical transportation system and method for large water tower barrel |
| CN106351441A (en) * | 2016-10-21 | 2017-01-25 | 中国化学工程第六建设有限公司 | Chimney creeping formwork construction device and construction method |
| CN215564411U (en) * | 2021-03-12 | 2022-01-18 | 中铁建工集团有限公司 | Sliding construction device for high-rise cylindrical building |
-
2021
- 2021-03-12 CN CN202110269309.0A patent/CN112854743A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101666158A (en) * | 2009-09-15 | 2010-03-10 | 中冶实久建设有限公司 | Correction method of lifting platform supporting bars of cylinder body structural engineering of inversed cone water tower in slip-form construction |
| CN103104091A (en) * | 2013-02-26 | 2013-05-15 | 中国建筑第八工程局有限公司 | Sliding mold whole lifting platform and construction method |
| CN104727545A (en) * | 2015-04-08 | 2015-06-24 | 中国十九冶集团有限公司 | Hydraulic sliding-mode vertical transportation system and method for large water tower barrel |
| CN106351441A (en) * | 2016-10-21 | 2017-01-25 | 中国化学工程第六建设有限公司 | Chimney creeping formwork construction device and construction method |
| CN215564411U (en) * | 2021-03-12 | 2022-01-18 | 中铁建工集团有限公司 | Sliding construction device for high-rise cylindrical building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN115538792A (en) | Residential building machine installation construction method and structure | |
| CN215564411U (en) | Sliding construction device for high-rise cylindrical building | |
| CN106869479A (en) | Bailey bracket sliding formwork system construction method | |
| JP2010133084A (en) | Method of constructing hollow high structure | |
| CN218434629U (en) | Lifting frame for tower type pier construction | |
| CN218320409U (en) | Continuous lifting mechanism | |
| JPH08311818A (en) | Climbing type lift-up construction method of building and device thereof | |
| CN218145304U (en) | Adjustable lifting appliance | |
| JP2980020B2 (en) | Push-up type self-climbing device for tower structures | |
| US3818084A (en) | Method and apparatus for the construction of multi-storey buildings | |
| CN112854743A (en) | Sliding construction device for high-rise cylindrical building | |
| CN217054601U (en) | A auxiliary device for chimney reinforced concrete construction | |
| JP7158304B2 (en) | Transport system and installation method | |
| CN219952606U (en) | Safety platform for beam slab prefabricated field | |
| JP2532116B2 (en) | Lifting scaffolding | |
| CN217439509U (en) | Operating platform for high-rise hollow structure internal mold construction | |
| JPH09137506A (en) | Construction method of building | |
| CN116181041B (en) | Building machine of multilayer quick construction | |
| CN110735399B (en) | Installation method of cast-in-place support beam system capable of automatically rising or falling | |
| CN218320407U (en) | Lifting and jacking integrated crown block system | |
| CN116335398B (en) | Multilayer rapid construction method | |
| JP2944998B1 (en) | Scaffolding equipment for building tower structures | |
| CN218320410U (en) | Lifting and jacking integrated self-climbing crane | |
| CN215107202U (en) | A operation platform that rises that slides for elevartor shaft construction | |
| CN218320408U (en) | Double-anchor type lifting appliance |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20210528 |