CN212984626U - Prefabricated assembled formwork system - Google Patents
Prefabricated assembled formwork system Download PDFInfo
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- CN212984626U CN212984626U CN202021194578.2U CN202021194578U CN212984626U CN 212984626 U CN212984626 U CN 212984626U CN 202021194578 U CN202021194578 U CN 202021194578U CN 212984626 U CN212984626 U CN 212984626U
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Abstract
The utility model provides a prefabricated assembled formwork system, which relates to the technical field of building engineering, wherein the prefabricated building comprises a prefabricated beam, a formwork quick-dismantling system comprises a supporting mechanism and a formwork mechanism supported by the supporting mechanism, the formwork mechanism comprises a plurality of groups of supporting beams and a formwork pressing close to the upper end of the supporting beams, and the supporting mechanism comprises a locking component and a supporting component fixedly connected with the locking component; moreover, floor space of a lower floor is not occupied, and process intermittence is avoided, so that the construction progress can be greatly accelerated; the supporting mechanism is connected with the prefabricated beam in a locking mode, so that the formwork quick-detaching system can be conveniently mounted and detached, the construction efficiency of the formwork is effectively improved, and the formwork mounting cost is reduced.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to a prefabricated assembled formwork system.
Background
Under the guidance of national policy, the application of fabricated buildings is increasing year by year in recent years, and the full cast-in-place floor slab is widely applied as one of the common forms of concrete fabricated building floor slabs. The traditional floor formwork method comprises the following steps: when the concrete floor slab is poured, a full hall scaffold is generally required to be erected on the lower floor slab to serve as a supporting system for supporting the upper cross beam template, so that the formwork supporting cost is greatly increased; and the setting up of full hall scaffold must use adjacent lower part floor as the atress to support, and the lower part floor must reach corresponding intensity and can set up, and the work load of setting up and tearing down the scaffold is big, and the lower part space is occupied completely, influences other processes and inserts, consequently restricts the construction progress of whole engineering.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that overcome exist among the prior art not enough, provide a prefabricated assembled formwork system, this formwork system need not to occupy the floor space of lower part floor, can effectively improve the efficiency of construction of template, reduces formwork installation cost.
The utility model discloses a realize through following technical scheme: the utility model provides a prefabricated assembled formwork system, prefabricated building includes prefabricated crossbeam, formwork system includes supporting mechanism and by the template mechanism that supporting mechanism held up, template mechanism includes multiunit supporting beam and presses close to the template of supporting beam upper end, supporting mechanism installs on prefabricated crossbeam, supporting mechanism include locking Assembly and with locking Assembly fixed connection's supporting component, locking Assembly locks on prefabricated crossbeam, supporting component holds up supporting beam.
The formwork system of the utility model has simple and convenient manufacture, light weight and simple and convenient installation, and can adapt to various prefabricated crossbeams; moreover, floor space of a lower floor is not occupied, and process intermittence is avoided, so that the construction progress can be greatly accelerated; the supporting mechanism is connected with the prefabricated beam in a locking mode, so that the formwork quick-detaching system can be conveniently mounted and detached, the construction efficiency of the formwork is effectively improved, and the formwork mounting cost is reduced.
According to the technical scheme, preferably, the prefabricated cross beam is a steel beam, the locking assembly is locked on the lower flange of the steel beam, the supporting component is connected with the locking assembly in an adjusting mode, and the upper end of the supporting component abuts against the supporting cross beam.
According to the technical scheme, preferably, the locking assembly comprises a base, an upper clamp plate, a lower clamp plate, a locking bolt, an adjusting screw and a support bracket, the upper clamp plate and the lower clamp plate are fixedly connected with the base, the upper clamp plate, the lower clamp plate and the base form a U-shaped clamping groove structure buckled on the lower flange of the steel beam, the locking bolt is in threaded connection with the upper clamp plate, the lower end of the locking bolt abuts against the lower flange of the steel beam, the adjusting screw is in threaded connection with the base, a worker can lift the height of the support bracket according to requirements to meet construction requirements, and the support bracket is rotatably connected with the upper end of the adjusting screw so that the support bracket can stably support the supporting beam.
According to the technical scheme, preferably, the lower end of the adjusting screw is fixedly connected with the wrench part, and the worker drives the adjusting screw to rotate by twisting the wrench part.
According to the technical scheme, preferably, the precast beam is a precast concrete beam, the locking assembly comprises two groups of supporting angle steels and pull rods, multiple groups of reserved through holes are formed in the precast concrete beam, the position size, the section size and the bolt diameter length of the reserved through holes are determined through deepening design, the through holes are reserved in the precast concrete beam according to deepening drawings during manufacturing, the supporting angle steels are located on two sides of the precast concrete beam, the pull rods lock the two groups of supporting angle steels, the supporting angle steels support the supporting beam, and the precast concrete beam is simple to install and disassemble and low in supporting cost.
According to the technical scheme, the aluminum alloy template is preferably adopted as the template, and the aluminum alloy template is light in overall weight and high in strength.
The utility model has the advantages that: the formwork system of the utility model has simple and convenient manufacture, light weight and simple and convenient installation, and can adapt to various prefabricated crossbeams; moreover, floor space of a lower floor is not occupied, and process intermittence is avoided, so that the construction progress can be greatly accelerated; the supporting mechanism is connected with the prefabricated beam in a locking mode, so that the formwork quick-detaching system can be conveniently mounted and detached, the construction efficiency of the formwork is effectively improved, and the formwork mounting cost is reduced.
Drawings
Fig. 1 shows a schematic perspective view of embodiment 1 according to the present invention.
Fig. 2 shows a schematic cross-sectional structure according to embodiment 1 of the present invention.
Fig. 3 shows a schematic perspective view of embodiment 2 according to the present invention.
Fig. 4 shows a schematic cross-sectional structure diagram according to embodiment 2 of the present invention.
In the figure: 1. prefabricating a cross beam; 2. a support mechanism; 3. a template mechanism; 4. a support beam; 5. a template; 6. a locking assembly; 7. a support member; 8. a lower flange; 9. a base; 10. an upper splint; 11. a lower splint; 12. locking the bolt; 13. adjusting the screw rod; 14. supporting; 15. a wrench part; 16. supporting angle steel; 17. a pull rod.
Detailed Description
In order to make those skilled in the art better understand the technical solution of the present invention, the present invention will be further described in detail with reference to the accompanying drawings and preferred embodiments.
Example 1
As shown in fig. 1 and 2, a prefabricated form erecting system, a prefabricated building comprises a prefabricated beam 1, the prefabricated beam 1 of this embodiment is a steel beam, and the form erecting system comprises a supporting mechanism 2 and a form erecting mechanism 3 supported by the supporting mechanism 2, wherein the form erecting mechanism 3 comprises a plurality of groups of supporting beams 4 and forms 5 adjacent to the upper ends of the supporting beams 4, and the supporting mechanism 2 is mounted on the prefabricated beam 1, wherein the supporting mechanism 2 comprises a locking assembly 6 and a supporting member 7 connected with the locking assembly 6, the locking assembly 6 is locked on the lower flange 8 of the steel beam, the locking assembly 6 comprises a base 9, an upper clamp plate 10, a lower clamp plate 11, a locking bolt 12, an adjusting screw 13 and a support bracket 14, wherein the upper clamp plate 10 and the lower clamp plate 11 are fixedly connected with the base 9, the upper clamp plate 10, the lower clamp plate 11 and the base 9 form a U-shaped clamping groove structure fastened on the lower flange 8 of the steel beam, the locking bolt 12 is in threaded connection with the upper clamping plate 10, the lower end of the locking bolt 12 abuts against the lower flange 8 of the steel beam, the adjusting screw 13 is in threaded connection with the base 9, a worker can lift the height of the support bracket 14 according to requirements to meet construction requirements, and the support bracket 14 is rotatably connected with the upper end of the adjusting screw 13, so that the support bracket 14 stably supports the supporting beam 4.
Further, the lower end of the adjusting screw 13 is fixedly connected with a wrench part 15, and the worker drives the adjusting screw 13 to rotate by twisting the wrench part 15.
The beneficial effects of this embodiment: the formwork system is simple and convenient to manufacture, light in weight and simple and convenient to install, and can adapt to various prefabricated cross beams 1; moreover, floor space of a lower floor is not occupied, and process intermittence is avoided, so that the construction progress can be greatly accelerated; the supporting mechanism 2 is connected with the prefabricated beam 1 in a locking mode, so that the formwork quick-dismantling system can be conveniently installed and dismantled, the construction efficiency of the formwork 5 is effectively improved, and the formwork installation cost is reduced.
Example 2
As shown in fig. 3 and 4, a prefabricated assembly type formwork system, a prefabricated building comprises a prefabricated beam 1, the prefabricated beam 1 of the embodiment is a precast concrete beam, the formwork system comprises a supporting mechanism 2 and a formwork mechanism 3 supported by the supporting mechanism 2, wherein the formwork mechanism 3 comprises a plurality of groups of supporting beams 4 and a formwork 5 close to the upper end of the supporting beams 4, the supporting mechanism 2 is installed on the prefabricated beam 1, the supporting mechanism 2 comprises a locking assembly 6 and a supporting component 7 fixedly connected with the locking assembly 6, the locking assembly 6 comprises two groups of supporting angle steels 16 and pull rods 17, a plurality of groups of reserved through holes are formed in the precast concrete beam, the position size, the section size and the diameter length of the angle steels are determined by deepening design, the precast concrete beam is reserved with the through holes according to the deepening drawing during manufacturing, the supporting angle steels 16 are positioned at two sides of the precast concrete beam, and the pull rod 17 locks the two groups of supporting angle steels 16, and the supporting angle steels 16 support the supporting beam 4, so that the installation and the disassembly are simple, and the cost of the supporting template system is low.
According to the technical scheme, the template 5 is preferably an aluminum alloy template, the aluminum alloy template is composed of a wall column template, a floor panel template, a floor supporting template, a beam bottom template, a beam side template, a beam bottom supporting template, an internal corner template, an external corner template (connecting corner template) and the like, all the aluminum alloy templates are welded by aluminum alloy profiles, and steel components such as template back ridges, connecting pins, steel supports and the like are additionally arranged, so that the aluminum alloy template is light in weight and high in strength.
Simultaneously, a steel bar manufacturing and installing system: the reinforcing steel bars are processed into meshes in a factory, and field binding is not needed.
The utility model has the advantages that:
(1) the construction period is short, one layer can be formed in four days after one set of templates are normally constructed, the assembly line construction can be effectively carried out, the construction progress is greatly improved, and the management cost is saved;
(2) the repeated use times are many, and the average use cost is low;
(3) the construction is convenient and the efficiency is high; the aluminum template system is simple and convenient to assemble, the average weight is about 20kg, the aluminum template system can be completely carried and assembled by manpower without the assistance of any mechanical equipment, the system design is simple, the hand-in speed of workers and the template overturning speed are high, a skilled installer can install 20-30 square meters per person every day, and further, the labor cost is greatly saved;
(4) the stability is good, and the bearing capacity is high; the bearing capacity of most aluminum template systems can reach 60KN per square meter, and the requirement of the bearing capacity of the formwork of most residential buildings can be met;
(5) the application range is wide; the aluminum template is suitable for walls, horizontal floors, pillars, beams, stairs, windowsills, floating plates and other positions, and is useful for secondary structure formwork support such as ring beams, constructional columns, reverse ridges and the like;
(6) the abutted seams are few, the precision is high, and the concrete surface effect is good after the form removal; after the aluminum building template is demolded, the surface quality of the concrete is smooth and clean, the requirements of a veneer and fair-faced concrete can be basically met, the plastering is not needed, and the cleaning cost can be saved;
(7) the site construction garbage is less, and the support system is simple; all accessories of the aluminum template system can be reused, after the template is disassembled during construction, no garbage is left on site, the structure of the supporting system is simple, and the disassembling is convenient, so that the whole construction environment is safe, clean and tidy;
(8) the standard and the universality are strong; the aluminum templates have various specifications and can be assembled by adopting plates with different specifications according to projects; when the used template is reconstructed into a new building, only the non-standard plate needs to be replaced, so that the cost can be reduced;
(9) the recovery value is high; after the aluminum template is scrapped, when the waste treatment residual value is high, the uniform cost advantage is obvious;
(10) low carbon emission reduction; all materials of the aluminum template system are renewable materials, and the aluminum template system conforms to the national regulations on energy conservation, environmental protection, low carbon and emission reduction of building projects.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (6)
1. The utility model provides a prefabricated assembled formwork system, prefabricated building include prefabricated crossbeam, its characterized in that, formwork system includes supporting mechanism and the template mechanism that is held up by supporting mechanism, template mechanism includes multiunit supporting beam and presses close to the template of supporting beam upper end, supporting mechanism installs on prefabricated crossbeam, supporting mechanism include locking Assembly and with locking Assembly fixed connection's supporting component, locking Assembly locks on prefabricated crossbeam, supporting component holds up supporting beam.
2. A prefabricated form erecting system as claimed in claim 1 wherein said prefabricated cross members are steel beams, said locking assemblies are locked to the lower flanges of the steel beams, said support members are adjustably connected to the locking assemblies, and the upper ends of said support members abut against the support cross members.
3. The prefabricated form erecting system of claim 2, wherein the locking assembly comprises a base, an upper clamp plate, a lower clamp plate, a locking bolt, an adjusting screw and a support bracket, the upper clamp plate and the lower clamp plate are fixedly connected with the base, the locking bolt is in threaded connection with the upper clamp plate, the adjusting screw is in threaded connection with the base, and the support bracket is rotatably connected with the upper end of the adjusting screw.
4. The prefabricated form erecting system of claim 3, wherein a wrench portion is fixedly connected to a lower end of said adjusting screw.
5. The prefabricated formwork system according to claim 1, wherein the prefabricated cross beam is a prefabricated concrete beam, the locking assembly comprises two groups of supporting angle steel and a pull rod, a plurality of groups of reserved through holes are formed in the prefabricated concrete beam, the supporting angle steel is located on two sides of the prefabricated concrete beam, the pull rod locks the two groups of supporting angle steel, and the supporting angle steel supports the prefabricated cross beam.
6. A prefabricated form erecting system according to any one of claims 1 to 5 wherein said forms are aluminium alloy forms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021194578.2U CN212984626U (en) | 2020-06-24 | 2020-06-24 | Prefabricated assembled formwork system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021194578.2U CN212984626U (en) | 2020-06-24 | 2020-06-24 | Prefabricated assembled formwork system |
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| CN212984626U true CN212984626U (en) | 2021-04-16 |
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| CN202021194578.2U Active CN212984626U (en) | 2020-06-24 | 2020-06-24 | Prefabricated assembled formwork system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113530218A (en) * | 2021-07-05 | 2021-10-22 | 李新华 | Floor slab framework, floor slab and manufacturing method thereof |
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2020
- 2020-06-24 CN CN202021194578.2U patent/CN212984626U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113530218A (en) * | 2021-07-05 | 2021-10-22 | 李新华 | Floor slab framework, floor slab and manufacturing method thereof |
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