CN113293975A - Construction platform for prefabricated building - Google Patents
Construction platform for prefabricated building Download PDFInfo
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- CN113293975A CN113293975A CN202110672416.8A CN202110672416A CN113293975A CN 113293975 A CN113293975 A CN 113293975A CN 202110672416 A CN202110672416 A CN 202110672416A CN 113293975 A CN113293975 A CN 113293975A
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- 238000010276 construction Methods 0.000 title claims abstract description 47
- 230000007246 mechanism Effects 0.000 claims abstract description 13
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 230000001681 protective effect Effects 0.000 claims abstract description 10
- 230000005484 gravity Effects 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 abstract description 10
- 230000008901 benefit Effects 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- 239000010935 stainless steel Substances 0.000 description 3
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/20—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
- E04G3/243—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the outside contour of a building
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
- E04G5/144—Railings specific for the lateral, i.e. short side of a scaffold
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/16—Struts or stiffening rods, e.g. diagonal rods
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The application relates to a construction platform for an assembly type building, which relates to the technical field of building construction and comprises a fixed frame and a platform assembly arranged on the fixed frame, wherein the platform assembly is far away from the fixed frame and is provided with a protective guard; the platform assembly is detachably connected with a reinforcing mechanism used for applying force to the platform assembly to overcome gravity. This application can improve the installation of carrying out construction platform on fabricated construction and dismantle the advantage of efficiency.
Description
Technical Field
The application relates to the technical field of building construction, in particular to a construction platform for an assembly type building.
Background
After the construction of the building main body is finished, the building outer wall is operated according to design requirements, such as coating or laying of an insulating layer, and field workers need to stand on a scaffold to operate during operation.
See related art patent application No. 201710202264.9, which discloses a construction rack including a vertical tube, a horizontal tube, an upper coupling seat fixed to an upper end portion of the vertical tube, and a lower coupling seat fixed to a lower end portion. This application adopts standpipe and violently pipe to build the scaffold, improves joint strength.
With respect to the above-described related art, the inventors consider that the following drawbacks exist: to the outer wall construction of prefabricated construction, when the building is higher, the scaffold that standpipe and violently managed to build needs the tubular product volume to increase, and the standpipe is more with the connected node between the violently pipe, needs every nodal connection just can keep the safety and stability of scaffold, otherwise takes place the potential safety hazard easily, has increased the degree of difficulty that the scaffold was built.
Disclosure of Invention
In order to improve the problem that the stability control difficulty is big that adopts tubular product installation node many to lead to at present construction frame, this application provides a construction platform for prefabricated building.
In a first aspect, the application provides a construction platform for an assembly type building, which adopts the following technical scheme:
a construction platform for an assembly type building comprises a fixed frame and a platform assembly arranged on the fixed frame, wherein the platform assembly is far away from the fixed frame and is provided with a protective guard, and the fixed frame is provided with a through hole for a bolt to pass through and be fixedly connected with the assembly type building; the platform assembly is detachably connected with a reinforcing mechanism used for applying force to the platform assembly to overcome gravity.
Through adopting above-mentioned technical scheme, the mount is used for dismantling fixedly through bolt and prefabricated construction, and the rail guard can be dismantled and be connected, and reinforcement mechanism also can demountable installation on the platform subassembly, and the part that whole construction platform relates to significantly reduces, and the quality control node reduces, improves construction platform's safety and stability. In addition, the guard rail has the effect of preventing accidental falling, and the reinforcing mechanism further provides supporting force or pulling force for the platform assembly, so that the stability is improved.
Optionally, the platform assembly includes a plurality of support rods and a platform plate, wherein the support rods are fixedly connected with the fixing frame and horizontally arranged, and the platform plate is laid on the support rods.
Through adopting above-mentioned technical scheme, platform assembly's simple structure, operating personnel only need install earlier the bracing piece during the construction, then carry on laying of landing slab can, need not fix the landing slab, work load reduces, and operating personnel can vacate more energy under the condition of same work load and carry out the installation that other can dismantle the position, improves the installation effect.
Optionally, the platform assembly further comprises a connecting beam, and the connecting beam is fixed on one side of the supporting rod, which is far away from the fixed frame; the protective guard is detachably arranged on the connecting beam.
Through adopting above-mentioned technical scheme, the tie-beam is further connected a plurality of bracing pieces and is fixed together, and the tie-beam is together fixed a plurality of bracing pieces installation with the mount.
Optionally, the reinforcing mechanism comprises an auxiliary lifting assembly, the auxiliary lifting assembly comprises an inclined pull rod, one end of the inclined pull rod is detachably connected with the connecting beam, and the other end of the inclined pull rod is detachably connected with a fixing frame fixed on the assembly type building.
Through adopting above-mentioned technical scheme, the platform subassembly construction finishes the back, carries the subassembly to supplementary lifting and pulling of detachable and carries out construction equipment, and the diagonal draw bar can directly pass through the bolt fastening with the tie-beam, and easy operation is favorable to the operation of site operation personnel.
Optionally, the reinforcing mechanism comprises an auxiliary lifting assembly, the auxiliary lifting assembly comprises a diagonal draw bar and a pull rope, one end of the diagonal draw bar is detachably connected with the guard rail, and the other end of the diagonal draw bar is detachably connected with a fixed frame fixed on the fabricated building; the stay cord is connected to the middle parts of the connecting beam and the diagonal draw bar.
By adopting the technical scheme, after the platform assembly is constructed, the guard rail is installed, one end of the diagonal draw bar is fixed on the guard rail, and the other end of the diagonal draw bar is installed on the fabricated building. Then the stay bar is connected with the connecting beam by the pull rope, so that the bearing performance of the platform assembly is improved.
Optionally, the reinforcing mechanism comprises an auxiliary pulling assembly, the auxiliary pulling assembly comprises a diagonal draw bar, a connecting column and a pull rope, the connecting column is detachably connected with the guard rail, one end of the diagonal draw bar is detachably connected with the connecting column, and the other end of the diagonal draw bar is detachably connected with a fixed frame fixed on the assembly type building; the stay cord is connected to the middle parts of the guard railing and the diagonal draw bar.
By adopting the technical scheme, after the platform assembly and the protective guard are installed, the diagonal draw bars and the connecting columns can be additionally arranged at proper positions to further improve the stability, the pull ropes can enable the tensile force of the connecting columns to the protective guard not to be concentrated on one point, and the possibility of deformation and damage of the protective guard is reduced.
Optionally, the reinforcing mechanism further comprises a supporting beam supported below the platform assembly, one end of the supporting beam is detachably connected with the platform assembly, and the other end of the supporting beam is detachably connected with a fixing frame fixed on the fabricated building.
Through adopting above-mentioned technical scheme, a supporting beam supports the platform subassembly from the below, and the supplementary subassembly combined action that draws that carries of cooperation improves the steadiness of platform subassembly, effectively alleviates assembly type structure's wall load, has reduced assembly type structure wall fracture's possibility.
Optionally, the deck plate comprises a steel mesh.
Through adopting above-mentioned technical scheme, when the steel sheet net has higher intensity, when rainy weather appears, can not deposit the rainwater on the landing slab.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the construction platform can be matched with an assembly type building for assembly construction operation, a large number of shelves are not required to be built below the construction platform, and the assembly workload of the construction platform is reduced;
2. according to the structure of the fabricated building, the construction platform can be built in different structural forms by using the same material;
3. the construction platform is made of materials in a detachable connection mode, and after each layer of construction is finished, the construction platform is favorable for being detached to build other height position construction platforms, so that materials are saved.
Drawings
Fig. 1 is a schematic overall structure diagram of embodiment 1 of the present application;
FIG. 2 is a front view of a partial repeating unit structure according to example 1 of the present application;
FIG. 3 is a cross-sectional view taken along line A-A of FIG. 2;
FIG. 4 is a schematic structural diagram of another installation manner in embodiment 1 of the present application;
FIG. 5 is a schematic structural diagram of embodiment 2 of the present application;
fig. 6 is a schematic structural diagram of embodiment 3 of the present application.
Description of reference numerals: 1. a fixed mount; 2. a platform assembly; 21. a support bar; 22. a connecting beam; 23. a platform plate; 3. protecting the fence; 31. a transverse plate; 32. longitudinal ribs; 4. a support beam; 5. an auxiliary pulling assembly; 51. a diagonal member; 52. connecting columns; 53. pulling a rope; 6. prefabricating a floor slab; 61. a first threaded barrel; 7. prefabricating a wallboard; 71. a second threaded cylinder.
Detailed Description
The present application is described in further detail below with reference to figures 1-6.
Example 1
The embodiment of the application discloses construction platform for prefabricated building. Referring to fig. 1, the construction platform comprises a fixed frame 1, a platform assembly 2 and a protective guard 3, the fabricated building comprises a prefabricated floor slab 6 and a prefabricated wall slab 7 which are spliced, the fixed frame 1 is used for fixing with the prefabricated floor slab 6, and the platform assembly 2 is installed on the fixed frame 1; the guard rail 3 is fixed on one side of the platform assembly 2, which is far away from the fixed frame 1; the protective guard 3 is connected with an auxiliary lifting assembly 5, and the platform assembly 2 is connected with a supporting beam 4. Install prefabricated floor 6 through mount 1 on, platform subassembly 2, supplementary one end of lifting and pulling subassembly 5 and a supporting beam 4 are all installed on mount 1 to can build the construction platform at the required high position of building, compare the mode of building of traditional scaffold, the quality of the tubular product connected node that has significantly reduced is to the accuse, construction platform safety and stability promotes when convenient construction.
Referring to fig. 2 and 3, a first threaded cylinder 61 is fixed at one end of the prefabricated floor slab 6 close to the building outer wall in a pre-embedded manner, and a second threaded cylinder 72 is fixed at the middle position of the prefabricated wall plate 7 perpendicular to the wall in a pre-embedded manner. The first and second screw cylinders 61 and 72 may be plural and uniformly arranged in the width direction of the preform. The axes of the first threaded cylinders 61 and the second threaded cylinders 72 may be on the same vertical plane, or may be staggered, or a plurality of second threaded cylinders 72 may be disposed on the wall corresponding to the region between two adjacent threaded cylinders 61.
The fixed mount 1 is connected with the first thread cylinder 61 through a bolt and fixed on the precast floor slab 6. The fixing frame 1 can be an I-beam or a channel steel, and the I-beam is selected as the fixing frame 1, so that the fixing frame has good bearing and bending resistance.
Referring to fig. 2 and 3, the platform assembly 2 includes support bars 21, connection beams 22, and a platform plate 23; a plurality of support rods 21 are arranged horizontally and vertically to the fixed frame 1, and the support rods 21 and the fixed frame 1 can be fixed through bolts; the structure of the connecting beam 22 can be the same as that of the fixed frame 1, the connecting beam 22 and the fixed frame 1 are arranged side by side, the supporting rod 21 is fixed between the connecting beam 22 and the fixed frame 1, and the end part of the supporting rod 21 and the connecting beam 22 can be fixed through bolts so as to be convenient to disassemble; the landing slab 23 is laid on a plurality of bracing pieces 21, and the landing slab 23 can be stainless steel board or stainless steel net, and the stainless steel net is selected to use here, has when higher intensity, when rainy weather appears, can not deposit the rainwater on the landing slab 23.
In order to improve the connection firmness between the support rod 21 and the connecting beam 22 and between the support rod and the fixing frame 1, fixing plates are respectively fixed at two ends of the support rod 21, through holes for bolts to pass through are formed in the fixing plates, and the fixing plates are fixed on a web plate of the I-beam through bolts. The fillet transition or the thickness increase processing gradually of bracing piece 21 and fixed plate junction reduce the possibility of bracing piece 21 and fixed plate junction atress fracture.
Referring to fig. 2 and 3, the guard rail 3 includes two parallel transverse plates 31 and a plurality of longitudinal ribs 32 fixed between the transverse plates 31, and the longitudinal ribs 32 may be welded to the transverse plates 31 or integrally formed with the transverse plates 31. One transverse plate 31 of the guard rail 3 is fixedly connected with the connecting beam 22 through a bolt.
The guard rail 3 may be formed by splicing a plurality of guard rail units.
In other embodiments of the embodiment of the present application, the guard rail 3 may further include a transverse plate 31 and a plurality of longitudinal ribs 32 fixed perpendicular to the transverse plate 31, and the guard rail 3 is fixed to the connecting beam 22 by welding through the longitudinal ribs 32.
In other embodiments of the present application, the guard rail 3 may also include a transverse plate 31, a connecting beam 22, and a plurality of longitudinal ribs 32 fixed between the transverse plate 31 and the connecting beam 22, the transverse plate 31 and the connecting beam 22 may have the same structure, and the transverse plate 31, the connecting beam 22, and the plurality of longitudinal ribs 32 may be integrally formed and fixed. In this way, the guard rail 3 can be directly and fixedly connected with the plurality of support rods 21 through bolts, so that the number of parts to be mounted is further reduced, and the assembly efficiency is improved.
Referring to fig. 2 and 3, a plurality of support beams 4 are supported below the platform assembly 2, one end of each support beam 4 is fixedly connected with a connecting beam 22 through a bolt, the other end of each support beam 4 is fixedly connected with a fixing frame 1 arranged on the prefabricated wall panel 7 through a bolt, the cross section of each support beam 4 can be circular, O-shaped or I-shaped, and the support beams 4 are selected from I-shaped steel to improve the bearing deformation resistance of the support beams 4. The supporting beam 4 can be composed of a plurality of sections of rod bodies, and two adjacent sections of rod bodies can be fixed by bolts. The mounting plates are fixed at two ends of the rod body respectively and used for increasing the area of the rod body when the rod body is connected with other components and improving the connection stability.
The auxiliary lifting components 5 are multiple and can be uniformly distributed along the length direction of the fixing frame 1, each auxiliary lifting component 5 comprises a diagonal draw bar 51 and a connecting column 52, one end of each connecting column 52 is fixed to the transverse plate 31 of the guard rail 3, the other end of each connecting column 52 is fixed to the diagonal draw bar 51, and the fixing mode can be bolt connection. One end of the diagonal member 51 far away from the connecting column 52 is fixed with the fixing frame 1 through a bolt. Connecting pieces with increased areas are arranged at both ends of the diagonal draw bar 51 and both ends of the connecting column 52, and through holes for bolts to pass through are arranged on the connecting pieces.
Referring to fig. 2 and 3, in order to reduce the possibility that the transverse plate 31 is greatly deformed due to the fact that the connecting column 52 applies too concentrated pulling force to the transverse plate 31, a pulling rope 53 is arranged between the diagonal draw bar 51 and the transverse plate 31, the pulling rope 53 can be a steel wire rope, a hanging ring is fixed in the middle of the diagonal draw bar 51, a hanging ring is integrally fixed on the transverse plate 31, one end of the pulling rope 53 is tied or connected to the hanging ring in the middle of the diagonal draw bar 51 through a hook, and the other end of the pulling rope 53 is tied or connected to the hanging ring of the transverse plate. The two pull cords 53 are here located on both sides of the plane formed by the diagonal members 51 and the connecting column 52.
In other embodiments of the present application, the structure of the diagonal member 51 may be the same as that of the support beam 4, and the diagonal member may be exchanged when installed and used on site, so as to reduce the types of materials and facilitate the work.
The sum of the heights of guard rail 3 and connecting column 52 may be half the length of prefabricated wall panel 7.
The construction platform for the prefabricated building has the following installation mode:
if the area to be constructed is the L floor, the fixing frame 1 is respectively fixed to the end part of the prefabricated floor 6 where the roof and the ground corresponding to the L floor are located by bolts, and then the fixing frame 1 is installed in the middle of the prefabricated wall plate 7 corresponding to the L-1 floor by bolts.
A plurality of support rods 21 are fixed on a fixing frame 1 at the ground position of the L floor through bolts, and the plurality of support rods 21 are uniformly distributed. The connection beam 22 is connected and fixed to the plurality of support rods 21 by bolts. A platform plate 23 is laid on the support bar 21.
One end of the supporting beam 4 is connected with the fixed frame 1 on the prefabricated wall plate 7 through a bolt, and the other end of the supporting beam 4 is connected with the connecting beam 22 through a bolt.
The guard rail 3 is mounted to the connection beam 22 by bolts, and then the connection post 52 is mounted on the guard rail 3. Or the connecting column 52, the guard rail 3 and the connecting beam 22 may be fixed together by bolts on the ground to form an assembly unit, and then the assembly unit is lifted by using a lifting device, and the connecting beam 22 is connected with the support rod 21 by bolts.
The diagonal draw bar 51 is respectively fixed with the fixed frame 1 and the connecting column 52 at the roof position of the L floor, the diagonal draw bar 51 is connected with the guard rail 3 by the pull rope 53, and the whole construction platform is assembled.
The guard rail 3 can prevent an operator walking on the platform plate 23 from falling, the auxiliary lifting assembly 5 exerts upward pulling force on the platform assembly 2, and the support beam 4 exerts upward supporting force on the platform assembly 2, so that the whole platform assembly 2 is kept safe and stable.
Referring to fig. 4, according to the actual installation requirement on site, the platform assembly 2 may also be installed on the fixing frame 1 on the L-1 floor prefabricated wall panel 7, the support beam 4 is installed at the position of the fixing frame 1 on the L-1 floor, and the diagonal draw bar 51 is fixed on the fixing frame 1 on the L floor prefabricated wall panel 7.
Example 2
The embodiment of the application discloses construction platform for assembly type structure, refer to fig. 5, with embodiment 1's difference lie in that supplementary subassembly 5 that draws includes oblique pull rod 51, the bolt fastening is passed through on tie-beam 22 to the one end of oblique pull rod 51, and the other end of oblique pull rod 51 passes through the bolt fastening on mount 1 on L floor prefabricated wall board 7. The diagonal member 51 may be connected to the fixing frame 1 at the L-floor roof position as necessary.
Compared with embodiment 1, the advantage is that the installation of the connecting column 52 and the pull rope 53 is reduced, and the construction platform is assembled more quickly. The diagonal members 51 directly pull the connection beams 22, reducing the possibility of deformation of the guard rail 3.
Example 3
The embodiment of the application discloses a construction platform for an assembly type building, and referring to fig. 6, the difference with the embodiment 2 is that an auxiliary lifting assembly 5 comprises a diagonal draw bar 51 and a pull rope 53, one end of the diagonal draw bar 51 is fixed on a transverse plate 31 at the upper part of a protective guard 3 through a bolt, and the other end of the diagonal draw bar 51 is fixed on a fixed frame 1 on an L-floor prefabricated wall plate 7 through a bolt; one end of the pulling rope 53 is fixed to the middle of the diagonal member 51, and the other end of the pulling rope 53 is fixed to the connecting beam 22. The diagonal member 51 may be connected to the fixing frame 1 at the L-floor roof position as necessary.
Compared with the embodiment 2, the advantage is that the pull rope 53, the diagonal draw bar 51 and the guard rail 3 form a triangular stress support structure together, the pull rope 53 pulls the connecting beam 22, the diagonal draw bar 51 can be connected with the transverse plate 31 of the guard rail 3, the height distance between the diagonal draw bar 51 and the platform plate 23 is properly increased, and an operator can conveniently move and construct on the platform plate 23.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a construction platform for prefabricated building which characterized in that: the assembly type building protection device comprises a fixing frame (1) and a platform assembly (2) arranged on the fixing frame (1), wherein the platform assembly (2) is far away from the fixing frame (1) and is provided with a protective guard (3), and the fixing frame (1) is provided with a through hole for enabling a bolt to penetrate through and be fixedly connected with an assembly type building; the platform assembly (2) is detachably connected with a reinforcing mechanism used for applying force to the platform assembly (2) to overcome gravity.
2. The fabricated construction platform for buildings according to claim 1, wherein: the platform assembly (2) comprises a plurality of support rods (21) which are fixedly connected with the fixing frame (1) and horizontally arranged and a platform plate (23) which is laid on the support rods (21).
3. The fabricated construction platform for buildings according to claim 2, wherein: the platform assembly (2) further comprises a connecting beam (22), and the connecting beam (22) is fixed on one side of the supporting rod (21) far away from the fixing frame (1); the guard rail (3) is detachably arranged on the connecting beam (22).
4. The fabricated construction platform for buildings according to claim 3, wherein: the reinforcing mechanism comprises an auxiliary lifting assembly (5), the auxiliary lifting assembly (5) comprises an inclined pull rod (51), one end of the inclined pull rod (51) is detachably connected with the connecting beam (22), and the other end of the inclined pull rod (51) is detachably connected with a fixing frame (1) fixed on the assembly type building.
5. The fabricated construction platform for buildings according to claim 3, wherein: the reinforcing mechanism comprises an auxiliary lifting assembly (5), the auxiliary lifting assembly (5) comprises a diagonal draw bar (51) and a pull rope (53), one end of the diagonal draw bar (51) is detachably connected with the guard rail (3), and the other end of the diagonal draw bar (51) is detachably connected with a fixed frame (1) fixed on the fabricated building; the pull rope (53) is connected to the middle parts of the connecting beam (22) and the diagonal draw bar (51).
6. The fabricated construction platform for buildings according to claim 3, wherein: the reinforcing mechanism comprises an auxiliary lifting assembly (5), the auxiliary lifting assembly (5) comprises a diagonal draw bar (51), a connecting column (52) and a pull rope (53), the connecting column (52) is detachably connected with the guard rail (3), one end of the diagonal draw bar (51) is detachably connected with the connecting column (52), and the other end of the diagonal draw bar (51) is detachably connected with a fixed frame (1) fixed on the assembly type building; the pull rope (53) is connected to the middle parts of the guard rail (3) and the inclined pull rod (51).
7. The assembly type construction platform according to any one of claims 1 to 6, wherein: the reinforcing mechanism further comprises a supporting beam (4) supported below the platform assembly (2), one end of the supporting beam (4) is detachably connected with the platform assembly (2), and the other end of the supporting beam (4) is detachably connected with a fixing frame (1) fixed on the assembly type building.
8. The fabricated construction platform for buildings according to claim 7, wherein: the platform plate (23) comprises a steel plate mesh.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110672416.8A CN113293975A (en) | 2021-06-17 | 2021-06-17 | Construction platform for prefabricated building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110672416.8A CN113293975A (en) | 2021-06-17 | 2021-06-17 | Construction platform for prefabricated building |
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| Publication Number | Publication Date |
|---|---|
| CN113293975A true CN113293975A (en) | 2021-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110672416.8A Pending CN113293975A (en) | 2021-06-17 | 2021-06-17 | Construction platform for prefabricated building |
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| CN (1) | CN113293975A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118435922A (en) * | 2024-06-03 | 2024-08-06 | 安徽国际旅行卫生保健中心(合肥海关口岸门诊部) | Assembled insect trap and application method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2007201898A1 (en) * | 2003-08-26 | 2007-05-17 | Atf Hire Group Pty Limited | A void platform and method of erecting same |
| CN111593898A (en) * | 2020-06-28 | 2020-08-28 | 中建八局第三建设有限公司 | Adjustable turnover discharging platform and installation method |
| CN212836612U (en) * | 2020-06-24 | 2021-03-30 | 广西建工集团第五建筑工程有限责任公司 | Supporting platform suitable for prefabricated part protection and operation integration |
-
2021
- 2021-06-17 CN CN202110672416.8A patent/CN113293975A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2007201898A1 (en) * | 2003-08-26 | 2007-05-17 | Atf Hire Group Pty Limited | A void platform and method of erecting same |
| CN212836612U (en) * | 2020-06-24 | 2021-03-30 | 广西建工集团第五建筑工程有限责任公司 | Supporting platform suitable for prefabricated part protection and operation integration |
| CN111593898A (en) * | 2020-06-28 | 2020-08-28 | 中建八局第三建设有限公司 | Adjustable turnover discharging platform and installation method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118435922A (en) * | 2024-06-03 | 2024-08-06 | 安徽国际旅行卫生保健中心(合肥海关口岸门诊部) | Assembled insect trap and application method thereof |
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Application publication date: 20210824 |