CN114033138B - Application method of overhanging double-section rotary type outer wall construction platform - Google Patents
Application method of overhanging double-section rotary type outer wall construction platform Download PDFInfo
- Publication number
- CN114033138B CN114033138B CN202111418537.6A CN202111418537A CN114033138B CN 114033138 B CN114033138 B CN 114033138B CN 202111418537 A CN202111418537 A CN 202111418537A CN 114033138 B CN114033138 B CN 114033138B
- Authority
- CN
- China
- Prior art keywords
- platform
- rotary
- rotating arm
- arm
- adjusting mechanism
- 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.)
- Active
Links
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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/18—Scaffolds primarily resting on the ground adjustable in height
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/006—Scaffold with cantilevered sections, e.g. to accommodate overhangs or recesses in the facade
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/02—Scaffold feet, e.g. with arrangements for adjustment
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G2001/156—Stackable platforms
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G2001/157—Extensible platforms, e.g. telescopic platforms
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
- E04G2001/242—Scaffolds movable on wheels or tracks
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention provides a use method of an overhanging double-section rotary type outer wall construction platform, which adopts a rotary platform and a fixed platform, wherein the rotary platform comprises a first adjusting mechanism, a first rotary arm, a second rotary arm and an operation platform, one end of the first rotary arm is connected with the first adjusting mechanism, the other end of the first rotary arm is connected with one end of the second rotary arm, the other end of the second rotary arm is connected with the operation platform, and the height of the first rotary arm and the angle of the first rotary arm relative to the first adjusting mechanism can be adjusted through the first adjusting mechanism; the angle between the first rotating arm and the second rotating arm can be adjusted; the outdoor working platform is stably supported indoors and outdoors, the working platform can be tightly attached to the outer side of the outer wall along the outer contour of the outer wall, the problem of difficult construction of the outer wall with the special-shaped structure is solved, and the construction coverage of the working platform can be greatly improved; the area of the working platform is reduced, and the construction safety of the outer wall is improved.
Description
Technical Field
The invention relates to the field of outer wall construction in the building construction process, in particular to a use method of an overhanging double-section rotary outer wall construction platform.
Background
The outer wall construction of the existing building is generally carried out by setting up a scaffold to match with the outer wall construction, and the outer wall construction of the assembled building with partial no scaffold system is carried out by adopting a hanging basket. The former has large scaffold erection engineering quantity and requires a great deal of manpower and material resources to be input; the latter construction is highly risky and cannot be implemented for part of the profiled structure. Besides the construction of the outer wall, when the partial area of the outer wall needs to be maintained, the outer wall is also required to be provided with an operation platform for personnel operation, the existing operation platform is generally provided with a lifting platform on the ground, and the like, has certain limitations on the use height, and cannot meet the requirement of the construction of the outer wall of a higher floor. With the development of buildings, the number of special-shaped structures is increasing, and a method for constructing an outer wall under the condition is needed to be provided.
Disclosure of Invention
The invention aims to provide a use method of an overhanging double-section rotary type outer wall construction platform, which is characterized in that a lifting rotary platform is overhanging out of a wall by utilizing the window position of a building, an operation platform is provided for constructors of outer wall construction, the operation platform can be clung to the outer side of the outer wall along the outer contour of the outer wall, and the problem of difficult construction of the outer wall with a special-shaped structure is solved.
In order to solve the technical problems, the invention provides the following technical scheme:
the application method of the overhanging double-section rotary type outer wall construction platform comprises the following steps:
preparing an overhanging double-joint rotary type outer wall construction platform, wherein the overhanging double-joint rotary type outer wall construction platform comprises a rotary platform and a fixed platform, the fixed platform comprises a fixed support and a main platform, the main platform is arranged on the fixed support, the fixed support is arranged on a floor, the fixed support comprises a plurality of supporting legs and a plurality of inclined struts, the main platform is fixedly arranged on the supporting legs, inclined struts which are arranged in a crossed manner are arranged between the adjacent supporting legs, universal wheels are respectively arranged at the bottoms of the supporting legs, the universal wheels can lift, the rotary platform comprises a first adjusting mechanism, a first rotating arm, a second rotating arm and an operating platform, one end of the first rotating arm is connected with the first adjusting mechanism, the other end of the first rotating arm is movably connected with one end of the second rotating arm, and the other end of the second rotating arm is fixedly connected with the operating platform; the angle between the first rotating arm and the second rotating arm can be adjusted, the first adjusting mechanism is arranged on the main platform and can move along the main platform, and a stabilizer bar with a telescopic function capable of being lifted to an upper floor slab is arranged at a position, far away from the window, on the main platform;
moving the overhanging double-joint rotary type outer wall construction platform to the edge of the window for positioning by using universal wheels, wherein one end of the main platform horizontally extends to the outside through the window;
raising the universal wheels to enable the supporting legs to be in contact with the floor slab, and extending the stabilizing rods to enable the stabilizing rods to be lifted to the upper floor slab;
moving the first adjusting mechanism to a position, located outside the window, on the main platform, so that the operation platform, the first rotating arm and the second rotating arm are all located outside the outer wall;
the height of the first rotating arm is adjusted through the first adjusting mechanism, so that the operation platform reaches the required height;
through the angle of adjustment first swinging boom relative first guiding mechanism and the angle of second swinging boom relative first swinging boom for work platform is in the outside horizontal migration of outer wall, realizes the construction personnel on the work platform to the construction in proper order of window outside outer wall.
Preferably, in the use method of the overhanging double-section rotary type outer wall construction platform, the first adjusting mechanism comprises a bottom member, a middle member and an upper member which are coaxially arranged in sequence from bottom to top, the middle member can move up and down relative to the bottom member, the upper member can move up and down relative to the middle member, the upper member can rotate around the axis of the upper member relative to the middle member, and the upper member is fixedly connected with one end of the operation platform.
Preferably, in the use method of the overhanging double-section rotary type external wall construction platform, the middle member moves up and down relative to the bottom member, and the upper member moves up and down relative to the middle member, both are implemented by a hydraulic system.
Preferably, in the use method of the overhanging double-joint rotary external wall construction platform, the upper member can rotate around the axis of the upper member relative to the middle member, and the upper member is driven by a motor.
Preferably, in the use method of the overhanging double-section rotary type outer wall construction platform, the stabilizer bar comprises a lower pipe, a middle pipe and an upper pipe, opposite internal threads are arranged at two ends of the middle pipe, the upper end of the lower pipe is in threaded connection with the lower end of the middle pipe, the lower end of the upper pipe is in threaded connection with the upper end of the middle pipe, and a handle for rotating is arranged on the outer surface of the middle pipe.
Preferably, in the method for using the overhanging double-section rotary type outer wall construction platform, the working platform is of a circular structure.
Preferably, in the use method of the overhanging double-joint rotary type outer wall construction platform, the other end of the first rotary arm is connected with one end of the second rotary arm through a pin shaft, and the second rotary arm is driven to rotate relative to the first rotary arm through a driving mechanism.
Preferably, in the use method of the overhanging double-joint rotary type outer wall construction platform, the other end of the first rotating arm is movably connected with one end of the second rotating arm through one or more than one intermediate rotating arm, two ends of the intermediate rotating arm are movably connected with the adjacent intermediate rotating arm or the adjacent first rotating arm or the adjacent second rotating arm, and two ends of the intermediate rotating arm can respectively rotate relative to the adjacent intermediate rotating arm or the adjacent first rotating arm or the adjacent second rotating arm which are movably connected with the intermediate rotating arm.
Preferably, in the use method of the overhanging double-section rotary type outer wall construction platform, a rail is arranged around the operation platform, and a skirting line is arranged at the lower part of the rail.
Compared with the prior art, the technical scheme disclosed by the invention has the following beneficial effects:
in summary, the use method of the overhanging double-section rotary type outer wall construction platform provided by the invention adopts the rotary platform and the fixed platform, wherein the fixed platform comprises the fixed bracket and the main platform, the main platform is arranged on the fixed bracket, when the fixed bracket is arranged on a floor slab, one end of the main platform horizontally extends to the outside through a window, the rotary platform comprises a first adjusting mechanism, a first rotary arm, a second rotary arm and an operation platform, one end of the first rotary arm is connected with the first adjusting mechanism, the other end of the first rotary arm is movably connected with one end of the second rotary arm, the other end of the second rotary arm is fixedly connected with the operation platform, and the height of the first rotary arm and the angle of the first rotary arm relative to the first adjusting mechanism can be adjusted through the first adjusting mechanism; the angle between the first rotating arm and the second rotating arm can be adjusted; the first adjusting mechanism is arranged on the main platform, the first adjusting mechanism can move along the main platform, when the outer wall construction is required, the first adjusting mechanism moves to a position, located outside the window, on the main platform, so that the operation platform, the first rotating arm and the second rotating arm are all located outside the outer wall, the height of the first rotating arm and the angle of the first rotating arm relative to the first adjusting mechanism can be adjusted through the first adjusting mechanism, the construction of the outer wall near the window by constructors on the operation platform is realized through adjusting the angle of the second rotating arm relative to the first rotating arm, and the overhanging double-section rotary outer wall construction platform has compact and simple integral structure and simple stress principle, can realize the stable support of the outdoor operation platform indoors, and is safe and reliable; the height of the first rotating arm and the angle of the first rotating arm relative to the first adjusting mechanism are adjusted through the first adjusting mechanism, namely, the construction coverage of the operation platform can be greatly improved by utilizing the rotation and up-down lifting functions of the first adjusting mechanism; through adopting first swinging boom and second swinging boom, the angle between first swinging boom and the second swinging boom can be adjusted, on the one hand, can make the operation platform hug closely in the outside of outer wall along the outline of outer wall, solve the difficult problem of construction of dysmorphism structure outer wall, on the other hand, can make the operation platform have farther distance relative window center, further improved operation platform's construction coverage, on the other hand, owing to through the angle between first swinging boom and the second swinging boom can adjust operation platform's position, consequently can show reduction operation platform's area, reduce fixed platform's load to improve the stability and the security of outer wall construction, moreover because operation platform's area is little, can laminate in the outer wall outside of the dysmorphism structure of arbitrary shape and realize the outer wall construction of dysmorphism structure.
Drawings
FIG. 1 is a schematic view of an overhanging two-section rotary exterior wall construction platform according to the present invention.
Fig. 2 is a schematic structural view of the fixing platform in the present invention.
Fig. 3 is a schematic structural view of the stabilizer bar of the present invention.
Fig. 4 is a schematic structural view of the rotary platform according to the present invention.
Fig. 5 is a top view of fig. 4.
FIG. 6 is a view showing one of the states of use (sectional view) of an overhanging two-joint rotary exterior wall construction platform according to the present invention.
FIG. 7 is a second (cross-sectional) view of an overhanging two-section rotary exterior wall construction platform according to the present invention.
FIG. 8 is a third (elevation) view of an overhanging two-section rotary exterior wall construction platform according to the present invention.
FIG. 9 is a top view showing a use state of the overhanging two-joint rotary type exterior wall construction platform according to the present invention.
In the figure: 100-rotating platform, 101-bottom member, 102-middle member, 103-upper member, 104-first rotating arm, 105-second rotating arm, 106-railing, 107-working platform, 200-fixed platform, 201-main platform, 202-landing leg, 203-diagonal brace, 204-stabilizer bar, 2041-lower tube, 2042-middle tube, 2043-upper tube, 2044-handle, 205-cat ladder.
Detailed Description
The invention is described in further detail below with reference to the drawings and the specific examples. The technical contents and features of the present invention will be described in detail below with reference to the attached drawings by way of the illustrated embodiments. It should be further noted that the drawings are in a very simplified form and are all to a non-precise scale, merely for convenience and clarity in aiding in the description of embodiments of the invention. For convenience of description, the "upper" and "lower" described below are consistent with the upper and lower directions of the drawings, but this should not be construed as a limitation of the technical scheme of the present invention.
Referring to fig. 1 to 9, the application method of the overhanging double-section rotary type outer wall construction platform of the invention comprises the following steps:
preparing an overhanging double-joint rotary type outer wall construction platform, wherein the overhanging double-joint rotary type outer wall construction platform comprises a rotary platform 100 and a fixed platform 200, the fixed platform 200 comprises a fixed support and a main platform 201, the main platform 201 is arranged on the fixed support, the fixed support is arranged on a floor, the fixed support comprises a plurality of supporting legs 202 and a plurality of inclined struts 203, the main platform 201 is fixedly arranged on the supporting legs 202, the inclined struts 203 which are arranged in a crossed manner are arranged between the adjacent supporting legs 202, universal wheels are respectively arranged at the bottoms of the supporting legs 202, the universal wheels can lift, the rotary platform 100 comprises a first adjusting mechanism, a first rotating arm 104, a second rotating arm 105 and an operation platform 107, one end of the first rotating arm 104 is connected with the first adjusting mechanism, the other end of the first rotating arm 104 is movably connected with one end of the second rotating arm 105, the other end of the second rotating arm 105 is fixedly connected with the operation platform 107, and the height of the first rotating arm 104 and the angle of the first rotating arm 104 relative to the first adjusting mechanism can be adjusted through the first adjusting mechanism; the angle between the first rotating arm 104 and the second rotating arm 105 can be adjusted, the first adjusting mechanism is arranged on the main platform 201, the first adjusting mechanism can move along the main platform 201, and a stabilizer bar 204 with a telescopic function capable of being lifted to an upper floor slab is arranged at a position, far away from a window, on the main platform 201;
moving the overhanging double-joint rotary type outer wall construction platform to the window edge for positioning by using universal wheels, wherein one end of the main platform 201 horizontally extends to the outside through the window;
raising the casters to bring the legs 202 into contact with the floor, extending the stabilizer bars 204 to raise the stabilizer bars 204 to the upper floor;
moving the first adjusting mechanism to a position on the main platform 201 outside the window, so that the operation platform 107, the first rotating arm 104 and the second rotating arm 105 are all positioned outside the outer wall;
the height of the first rotating arm 104 is adjusted through the first adjusting mechanism, so that the working platform 107 reaches the required height;
through the angle of the first swinging boom 104 relative to the first adjustment mechanism and the angle of the second swinging boom 105 relative to the first swinging boom 104, the operation platform 107 horizontally moves outside the outer wall, and the sequential construction of the outer wall outside the window by the constructors on the operation platform 107 is realized.
In summary, according to the usage method of the overhanging double-joint rotary type outer wall construction platform provided by the invention, the rotary platform 100 and the fixed platform 200 are adopted, the fixed platform 200 comprises a fixed support and a main platform 201, the main platform 201 is arranged on the fixed support, when the fixed support is arranged on a floor slab, one end of the main platform 201 horizontally extends to the outside through a window, the rotary platform 100 comprises a first adjusting mechanism, a first rotary arm 104, a second rotary arm 105 and a working platform 107, one end of the first rotary arm 104 is connected with the first adjusting mechanism, the other end of the first rotary arm 104 is movably connected with one end of the second rotary arm 105, the other end of the second rotary arm 105 is fixedly connected with the working platform 107, and the height of the first rotary arm 104 and the angle of the first rotary arm 104 relative to the first adjusting mechanism can be adjusted through the first adjusting mechanism; the angle between the first rotating arm 104 and the second rotating arm 105 can be adjusted; the first adjusting mechanism is arranged on the main platform 201, the first adjusting mechanism can move along the main platform 201, when an outer wall is required to be constructed, the first adjusting mechanism moves to a position, which is positioned outside a window, on the main platform 201, so that the operation platform 107, the first rotating arm 104 and the second rotating arm 105 are all positioned outside the outer wall, the height of the first rotating arm 104 and the angle of the first rotating arm 104 relative to the first adjusting mechanism can be adjusted through the first adjusting mechanism, and the construction of the outer wall near the window by a constructor on the operation platform 107 is realized through adjusting the angle of the second rotating arm 105 relative to the first rotating arm 104; the height of the first rotating arm 104 and the angle of the first rotating arm 104 relative to the first adjusting mechanism are adjusted by the first adjusting mechanism, that is, the construction coverage of the working platform 107 can be greatly improved by utilizing the rotation and up-down lifting functions of the first adjusting mechanism; through adopting first swinging boom 104 and second swinging boom 105, the angle between first swinging boom 104 and the second swinging boom 105 can be adjusted, on the one hand, can make operation platform 107 hug closely in the outside of outer wall along the outline of outer wall, solve the difficult problem of construction of special-shaped structure outer wall, on the other hand, can make operation platform 107 have farther distance to the window center, further improved operation platform 107's construction coverage, on the other hand, owing to through the angle between first swinging boom 104 and the second swinging boom 105 can adjust operation platform 107's position, consequently can show reduction operation platform 107's area, reduce fixed platform 200's load, thereby improve stability and the security of outer wall construction, moreover because operation platform 107's area is little, can laminate in the outer wall outside of arbitrary shape special-shaped structure and realize special-shaped structure's outer wall construction. In particular, because the area of the working platform is smaller, and the angle adjustment between the first rotating arm 104 and the second rotating arm 105 and the angle adjustment of the first rotating arm 104 relative to the first adjusting mechanism are combined, the outer wall construction of the narrow inner concave surface on the outer wall can be realized, and the outer wall construction of any special-shaped structure can be realized.
Preferably, in the above method for using an overhanging double-joint rotary external wall construction platform, the first adjusting mechanism includes a bottom member 101, a middle member 102 and an upper member 103 coaxially disposed in sequence from bottom to top, the middle member 102 is capable of moving up and down relative to the bottom member 101, the upper member 103 is capable of moving up and down relative to the middle member 102, and the upper member 103 is capable of rotating around its own axis relative to the middle member 102, and the upper member 103 is fixedly connected with one end of the working platform 107.
Preferably, in the above method for using the overhanging double-joint rotary external wall construction platform, the stabilizer 204 comprises a lower tube 2041, a middle tube 2042 and an upper tube 2043, opposite internal threads are provided at two ends of the middle tube 2042, the upper end of the lower tube 2041 is screwed with the lower end of the middle tube 2042, the lower end of the upper tube 2043 is screwed with the upper end of the middle tube 2042, and a handle 2044 for rotation is provided on the outer surface of the middle tube 2042. The stability of the overhanging double-section rotary type outer wall construction platform can be improved, the overturning danger is prevented, and the safety of outer wall construction is improved by arranging the stabilizer bar 204 capable of being lifted to the roof at the other end of the main platform 201.
The bottom member 101, the middle member 102 and the upper member 103 are tubular members, and are sleeved together in sequence. The up and down movement of the middle member 102 relative to the bottom member 101 and the up and down movement of the upper member 103 relative to the middle member 102 are achieved by a hydraulic system. The upper member 103 can rotate around its own axis relative to the middle member 102 by driving the upper member 103 with a motor.
In order to improve the safety of constructors, in the method for using the overhanging double-section rotary type outer wall construction platform, the periphery of the operation platform 107 is provided with a railing, the lower part of the railing is provided with a skirting line, and both the skirting line and the railing 106 are made of aluminum alloy materials.
Preferably, in the above method for using the overhanging double-section rotary outer wall construction platform, a ladder 205 is disposed on the outer side of the fixing support, and the ladder 205 is close to the other end of the main platform 201, so as to improve stability and strength of the fixing support, thereby improving stability and strength of the overhanging double-section rotary outer wall construction platform.
Preferably, in the use method of the overhanging double-section rotary outer wall construction platform, the operation platform 107 has a circular structure, and the circular structure is adopted, so that the risk of collision between the operation platform 107 and the outer wall can be reduced, and under the same use area, constructors have larger construction space, and the operation platform 107 with the circular structure is arranged at the end part of the second rotating arm 105, so that the quality of the operation platform 107 is reduced, the overhanging load is effectively reduced, and the construction safety is improved.
Preferably, in the above method for using an overhanging double-section rotary type outer wall construction platform, the other end of the first rotary arm 104 is connected with one end of the second rotary arm 105 through a pin, and the second rotary arm 105 is driven to rotate relative to the first rotary arm 104 by a driving mechanism, which may be a motor. By adopting the structure, on one hand, the operation platform 107 can be clung to the outer side of the outer wall along the outer contour of the outer wall, the problem of difficult construction of the outer wall with the special-shaped structure is solved, on the other hand, the operation platform 107 can be farther away from the center of the window, the construction coverage of the operation platform 107 is further improved, and on the other hand, the position of the operation platform 107 can be adjusted by the angle between the first rotating arm 104 and the second rotating arm 105, so that the area of the operation platform 107 can be obviously reduced, the load of the fixed platform 200 is reduced, and the stability and the safety of the outer wall construction are improved.
Preferably, in the above overhanging double-joint rotary external wall construction platform, the other end of the first rotary arm 104 is movably connected with one end of the second rotary arm 105 through one or more intermediate rotary arms (not shown), two ends of the intermediate rotary arm are movably connected with an adjacent intermediate rotary arm or an adjacent first rotary arm 104 or second rotary arm 105, and two ends of the intermediate rotary arm can respectively rotate relative to the adjacent intermediate rotary arm or the adjacent first rotary arm 104 or second rotary arm 105 which is movably connected with the intermediate rotary arm. By adding one or more intermediate rotating arms, the application range of the working platform 107 can be extended; when the storage is needed when the storage is idle, the whole volume can be reduced, and the occupied area is reduced.
The above description is only illustrative of the preferred embodiments of the present invention and is not intended to limit the scope of the present invention, and any alterations and modifications made by those skilled in the art based on the above disclosure shall fall within the scope of the appended claims.
Claims (6)
1. The application method of the overhanging double-section rotary type outer wall construction platform is characterized by comprising the following steps of:
preparing an overhanging double-joint rotary type outer wall construction platform, wherein the overhanging double-joint rotary type outer wall construction platform comprises a rotary platform and a fixed platform, the fixed platform comprises a fixed support and a main platform, the main platform is arranged on the fixed support, the fixed support is arranged on a floor, the fixed support comprises a plurality of supporting legs and a plurality of inclined struts, the main platform is fixedly arranged on the supporting legs, inclined struts which are arranged in a crossed manner are arranged between the adjacent supporting legs, universal wheels are respectively arranged at the bottoms of the supporting legs, the universal wheels can lift, the rotary platform comprises a first adjusting mechanism, a first rotating arm, a second rotating arm and an operating platform, one end of the first rotating arm is connected with the first adjusting mechanism, the other end of the first rotating arm is movably connected with one end of the second rotating arm, and the other end of the second rotating arm is fixedly connected with the operating platform; the angle between the first rotating arm and the second rotating arm can be adjusted, the first adjusting mechanism is arranged on the main platform and can move along the main platform, the first adjusting mechanism comprises a bottom component, a middle component and an upper component which are coaxially arranged from bottom to top in sequence, the middle component can move up and down relative to the bottom component, the upper component can move up and down relative to the middle component, the upper component can rotate around the axis of the upper component relative to the middle component, the upper component is fixedly connected with one end of the first rotating arm, a stabilizer rod with a telescopic function, capable of jacking up to an upper floor slab, is arranged at a position, far away from a window, on the main platform, and comprises a lower pipe, a middle pipe and an upper pipe, two ends of the middle pipe are provided with reverse internal threads, the upper end of the lower pipe is in threaded connection with the lower end of the middle pipe, the lower end of the upper pipe is in threaded connection with the upper end of the middle pipe, and the outer surface of the middle pipe is provided with a rotating handle;
moving the overhanging double-joint rotary type outer wall construction platform to the edge of the window for positioning by using universal wheels, wherein one end of the main platform horizontally extends to the outside through the window;
raising the universal wheels to enable the supporting legs to be in contact with the floor slab, and extending the stabilizing rods to enable the stabilizing rods to be lifted to the upper floor slab;
moving the first adjusting mechanism to a position, located outside the window, on the main platform, so that the operation platform, the first rotating arm and the second rotating arm are all located outside the outer wall;
the height of the first rotating arm is adjusted through the first adjusting mechanism, so that the operation platform reaches the required height;
through the angle of adjustment first swinging boom relative first guiding mechanism and the angle of second swinging boom relative first swinging boom for work platform is in the outside horizontal migration of outer wall, realizes the construction personnel on the work platform to the construction in proper order of window outside outer wall.
2. The method of using an overhanging two-joint rotary exterior wall construction platform according to claim 1, wherein the up and down movement of the middle member relative to the bottom member and the up and down movement of the upper member relative to the middle member are achieved by a hydraulic system.
3. The method of claim 1, wherein the upper member is rotatable about its own axis relative to the middle member by a motor driving the upper member.
4. The method of using an overhanging two-joint rotary exterior wall construction platform according to claim 1, wherein the working platform is of circular structure.
5. The method of claim 1, wherein the other end of the first rotating arm is connected to one end of the second rotating arm through a pin, and the second rotating arm is driven to rotate relative to the first rotating arm through a driving mechanism.
6. The method for using the overhanging double-joint rotary type outer wall construction platform according to claim 5, wherein the other end of the first rotary arm is movably connected with one end of the second rotary arm through one or more than one intermediate rotary arm, two ends of the intermediate rotary arm are movably connected with the adjacent intermediate rotary arm or the adjacent first rotary arm or the adjacent second rotary arm, and two ends of the intermediate rotary arm can respectively rotate relative to the adjacent intermediate rotary arm or the adjacent first rotary arm or the adjacent second rotary arm which are movably connected with the intermediate rotary arm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111418537.6A CN114033138B (en) | 2021-11-24 | 2021-11-24 | Application method of overhanging double-section rotary type outer wall construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111418537.6A CN114033138B (en) | 2021-11-24 | 2021-11-24 | Application method of overhanging double-section rotary type outer wall construction platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114033138A CN114033138A (en) | 2022-02-11 |
| CN114033138B true CN114033138B (en) | 2023-05-12 |
Family
ID=80145590
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111418537.6A Active CN114033138B (en) | 2021-11-24 | 2021-11-24 | Application method of overhanging double-section rotary type outer wall construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114033138B (en) |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN208884960U (en) * | 2018-06-26 | 2019-05-21 | 湖北宸远建设有限公司 | A kind of movable type scaffold bracket for overhead construction of building engineering |
| CN111997344A (en) * | 2020-08-24 | 2020-11-27 | 中建三局四川建筑装备有限公司 | Folding arm wheel loader and building method of building outer wall construction platform |
| CN214656376U (en) * | 2020-11-05 | 2021-11-09 | 江西交通咨询有限公司 | Bridge construction platform |
| CN113175194B (en) * | 2021-05-25 | 2022-09-20 | 中国铁建电气化局集团有限公司 | Automatic multisection horizontal lift telescopic operation platform |
-
2021
- 2021-11-24 CN CN202111418537.6A patent/CN114033138B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN114033138A (en) | 2022-02-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4019604A (en) | Elevating platform apparatus | |
| US20050056484A1 (en) | Motorized scaffold with displaceable worker support platform | |
| CN202558574U (en) | Crawler-type spider-shaped aerial work platform | |
| US4024924A (en) | Drilling rig with independent table structure | |
| JPS58104896A (en) | Crane with balance weight | |
| CN213572947U (en) | Constructional column outer wall side instrument formula operation platform | |
| CN202558575U (en) | Wheel-type spider-shaped aerial work platform | |
| CN111997344A (en) | Folding arm wheel loader and building method of building outer wall construction platform | |
| CN209585567U (en) | A kind of height-adjustable overturn-preventing scaffold | |
| CN114033138B (en) | Application method of overhanging double-section rotary type outer wall construction platform | |
| CN113898209A (en) | Lifting platform and lift platform-based Loft house type house | |
| CN217205572U (en) | Steel construction stair strutting arrangement | |
| CN114033140B (en) | Overhanging double-section rotary type outer wall construction platform | |
| US4188757A (en) | Telescoping aerial lift | |
| CN112009644A (en) | Scaffold for boats and ships | |
| CN209653345U (en) | A kind of scaffold for different level ground | |
| WO2024065963A1 (en) | Intelligent construction integrated platform and use method | |
| CN216109907U (en) | Lifting platform and lift platform-based Loft house type house | |
| RU2383701C2 (en) | Mobile scaffolding | |
| CN212406023U (en) | Construction scaffold | |
| US3416267A (en) | Collapsible derrick for drilling | |
| CN216043806U (en) | Connecting rod lifting station man platform of anchor rod drill carriage | |
| CN114033139A (en) | Application method of outward-extending rotary type outer wall construction platform | |
| CN114033141A (en) | Overhanging rotary type external wall construction platform | |
| CN221194166U (en) | Anti-tilting scaffold |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |