Overhead formwork supporting technology system for concrete modeling beam
Technical Field
The utility model relates to the technical field of building construction, in particular to a concrete modeling beam suspension overhead formwork supporting technical system.
Background
Shaped beams generally refer to beams that are custom shaped and sized for the purpose of meeting specific architectural design requirements or enhancing structural performance in construction and structural engineering. Such beams, unlike standard specification beams, may have complex cross-sectional shapes, special lengths or reinforcing designs to accommodate the aesthetic or functional requirements of different buildings.
In the prior art, high-rise fabricated buildings have come up. More and more high-rise assembled buildings enrich building shapes by using suspended concrete modeling beams, and structural harmony is achieved.
However, for high-rise buildings, the suspended modeling beam is located at a position higher than the ground, and the traditional scaffold erecting mode is difficult to support the formwork, so that the problems that formwork supporting construction is difficult to carry out and construction safety is difficult to ensure are also solved.
Disclosure of utility model
The utility model aims to provide a concrete modeling beam suspension overhead formwork supporting technology system for solving the problems in the background technology.
The technical scheme includes that the concrete modeling beam overhead formwork supporting technology system comprises an operation platform, H-shaped steel beams, steel pipes, a platform wood formwork and metal right-angle fasteners, wherein the modeling beam wood formwork, wood keels and the H-shaped steel beams are arranged on the operation platform, and steel plate embedded parts are arranged at two ends of the H-shaped steel beams.
Preferably, the steel plate embedded part is fixedly connected with a positioning plate, the positioning plate is of a square plate-shaped structure, and the positioning plate can be clamped into the H-shaped steel beam.
Preferably, the H-shaped steel beam is fixedly connected with a fixing plate, a threaded hole formed in the fixing plate is in threaded connection with a high-strength bolt, and the high-strength bolt is in threaded connection with a threaded hole formed in the steel plate embedded part.
Preferably, a plurality of high-strength round bars are fixedly connected to the H-shaped steel beam, the high-strength round bars are connected with the steel pipes through metal right-angle fasteners, and the steel pipes are connected with other steel pipes through the metal right-angle fasteners to form a safety protection structure.
Preferably, the platform wood form is placed on a steel pipe connected with the H-shaped steel beam through a metal right-angle fastener, and the steel pipe is connected with a mounting rod fixedly connected with the bottom of the wood joist through the metal right-angle fastener.
Preferably, the connecting rod is fixedly connected with the bottom of the modeling beam wood template arranged on the operation platform, and the connecting rod can penetrate through a connecting hole formed in the side supporting plate fixedly connected with the side surface of the wood keel to be in threaded connection with the nut.
Compared with the prior art, the utility model has the beneficial effects that:
The utility model provides a concrete molding roof beam suspension overhead formwork technical system, pre-buried steel sheet built-in fitting rethread high strength bolted connection H shaped steel roof beam before the floor wall post concrete placement, the steel pipe passes through metal right angle fastener and is connected with high strength round bar, lay the platform on H shaped steel roof beam, horizontal steel pipe passes through metal right angle fastener and is connected with the steel pipe, vertical steel pipe passes through metal right angle fastener and is connected with horizontal steel pipe, form protection platform, install wooden joist on the steel pipe and be connected through metal right angle fastener, aim at the connecting hole card with the connecting rod of molding roof beam wooden template and go into with nut threaded connection, fix molding roof beam wooden template on wooden joist, the work progress is simple and convenient, the unsettled concrete molding roof beam formwork degree of difficulty on the floor is solved through using unsettled operation platform, the staff in-service use of being convenient for.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is an enlarged schematic view of the structure of FIG. 1A;
FIG. 3 is a schematic view of the installation of the present utility model in normal use;
FIG. 4 is an enlarged schematic view of the structure of FIG. 3B;
FIG. 5 is an enlarged schematic view of the structure of FIG. 3 at C;
FIG. 6 is a schematic view of a partial structure of the present utility model;
FIG. 7 is an enlarged schematic view of the structure of FIG. 6 at D;
FIG. 8 is a schematic view of a portion of the structure of the present utility model.
The steel plate embedded part comprises a working platform, a platform wood template, a modeling beam wood template, a4, H-shaped steel beam, a 5, steel plate embedded part, a6, a wood keel, a 7, a side support plate, a 8, a high-strength round rod, a 9, a fixing plate, a 10, a high-strength bolt, a 11, a locating plate, a 12, a connecting rod, a 13, a mounting rod, a 14, a steel pipe, a 15, a metal right-angle fastener, a 16 and a connecting hole.
Detailed Description
In order to make the objects, technical solutions, and advantages of the present utility model more apparent, the embodiments of the present utility model will be further described in detail with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are some, but not all, embodiments of the present utility model, are intended to be illustrative only and not limiting of the embodiments of the present utility model, and that all other embodiments obtained by persons of ordinary skill in the art without making any inventive effort are within the scope of the present utility model.
Example 1
Referring to fig. 1 to 8, the utility model provides a technical scheme that a concrete modeling beam suspension overhead formwork supporting system comprises an operation platform 1, an H-shaped steel beam 4, a steel pipe 14, a platform wood formwork 2 and a metal right-angle fastener 15, wherein the operation platform 1 is provided with a modeling beam wood formwork 3, a wood keel 6 and the H-shaped steel beam 4, and two ends of the H-shaped steel beam 4 are provided with steel plate embedded parts 5;
when the concrete beam formwork is used, the operation platform 1 is arranged at a proper position, so that workers can pour the concrete modeling beam through the modeling beam wood formwork 3 arranged on the operation platform 1, the workers can conveniently carry out formwork construction, and the safety in construction is improved.
Example two
On the basis of the first embodiment, in order to facilitate the practical use of a worker, the steel plate embedded part 5 is arranged, the locating plate 11 is fixedly connected to the steel plate embedded part 5, the locating plate 11 is of a square plate-shaped structure, the locating plate 11 can be clamped into the H-shaped steel beam 4, the steel plate embedded part 5 is embedded below the drawing position of the concrete shaping beam, the worker installs the locating plate 11 fixedly connected to the steel plate embedded part 5 by aligning one side of the groove of the H-shaped steel beam 4 to the groove of the steel plate embedded part 5, the fixing plate 9 is fixedly connected to the H-shaped steel beam 4 until the locating plate 11 is clamped into the groove of the H-shaped steel beam 4, the threaded holes formed in the fixing plate 9 are in threaded connection with the threaded holes formed in the steel plate embedded part 5, at the moment, the threaded holes formed in the fixing plate 9 fixedly connected to the H-shaped steel beam 4 exactly correspond to the threaded holes formed in the steel plate embedded part 5, the worker connects the steel plate embedded part 5 with the H-shaped steel beam 4, the H-shaped steel beam 4 is arranged below the steel beam 4 in parallel to the drawing position of the concrete shaping beam 4, and the installation method is simple, and the worker installs the H-shaped steel beam 4 in parallel to the position.
Example III
On the basis of the second embodiment, in order to facilitate construction of the H-shaped steel beam 4 by workers, a plurality of high-strength round rods 8 are fixedly connected to the H-shaped steel beam 4, the high-strength round rods 8 are connected with steel pipes 14 through metal right-angle fasteners 15, the steel pipes 14 are connected with other steel pipes 14 through metal right-angle fasteners 15 to form a safety protection structure, after the H-shaped steel beam 4 is installed at a proper position, the high-strength round rods 8 are connected with the steel pipes 14 through the metal right-angle fasteners 15, a steel pipe 14 platform is built on the H-shaped steel beam 4, the steel pipes 14 are connected with horizontal steel pipes 14 through the metal right-angle fasteners 15, and the horizontal steel pipes 14 are connected with the vertical steel pipes 14 through the metal right-angle fasteners 15 to form the safety protection structure, so that the safety of the workers working on the operation platform 1 can be effectively improved;
The platform wooden formwork 2 is placed on the steel pipe 14 that is connected through the metal right angle fastener 15 on H shaped steel roof beam 4, and this steel pipe 14 passes through the metal right angle fastener 15 to be connected with the installation pole 13 of wooden fossil fragments 6 bottom fixed connection, place the platform wooden formwork 2 on the platform that steel pipe 14 formed on H shaped steel roof beam 4, again with the installation pole 13 of wooden fossil fragments 6 bottom fixed connection pass through the metal right angle fastener 15 to be connected with steel pipe 14, fix the wooden fossil fragments 6 on the platform that the steel pipe 14 formed on H shaped steel roof beam 4, the shaping roof beam wooden formwork 3 bottom fixedly connected with connecting rod 12 that sets up on the operation platform 1, connecting hole 16 and the nut threaded connection that set up on the side support plate 7 that connecting rod 12 can run through wooden fossil fragments 6 side fixed connection, the staff again with the connecting hole 16 card income that set up on the side support plate 7 of shaping roof beam wooden formwork 3 bottom fixed connection's connecting rod 12, rethread nut and the screw thread department threaded connection of connecting rod 12 one end, fix the shaping roof beam wooden formwork 3 on wooden formwork 6, just can carry out concrete shaping roof beam pouring structure to the building through shaping roof beam wood formwork 3, the staff of being convenient for carry out the formwork support, the staff is convenient for develop.
The steel plate embedded part 5 is connected with the H-shaped steel beam 4 through the high-strength bolt 10 before the floor wall column concrete is poured in actual use, the steel pipe 14 is connected with the high-strength round rod 8 through the metal right-angle fastener 15, a platform is paved on the H-shaped steel beam 4, the transverse steel pipe 14 is connected with the steel pipe 14 through the metal right-angle fastener 15, the vertical steel pipe 14 is connected with the transverse steel pipe 14 through the metal right-angle fastener 15 to form a protection platform, the wood joist 6 is arranged on the steel pipe 14 and is connected through the metal right-angle fastener 15, the connecting rod 12 of the shaping beam wood joist 3 is aligned with the connecting hole 16 to be clamped in threaded connection with the nut, the shaping beam wood joist 3 is fixed on the wood joist 6, the construction process is simple and convenient, and the problems of high difficulty and high danger of the suspended concrete shaping beam on floors are solved through the use of the suspended operation platform 1, so that the concrete shaping beam on floors is convenient for workers to use in practice.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.