Non-outer-frame parapet wall formwork system for steel frame structure
By pre-embedding steel bars in the foundation wall of the parapet wall and using the connection between the inner formwork and the open side formwork, the problems of high cost and low safety in the traditional formwork system are solved, and the stable and efficient construction of the parapet wall formwork system without external scaffolding is achieved.
Patent Information
- Application Number
- CN202520174053.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-24
- Publication Date
- 2026-01-30
- Estimated Expiration
- 2035-01-24
AI Technical Summary
Traditional parapet wall formwork systems require scaffolding to be erected on steel frame structures, which increases construction costs and poses construction safety hazards.
A parapet wall formwork system without external scaffolding is adopted. By pre-embedding steel bars in the foundation wall of the parapet wall and using the connection of the inner formwork, the exposed side formwork and the screw assembly, the external scaffolding is avoided, thus achieving the fixation and stability of the formwork.
It reduced construction costs, improved construction efficiency, and enhanced construction safety.
Smart Images
Figure CN223853822U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of building construction, especially to a female wall formwork system without external frame for steel frame structure. BACKGROUND
[0002] In the current construction industry, the female wall as an important part of the building structure, its construction quality and efficiency are directly related to the safety and construction period of the overall building. Among them, the traditional formwork system usually needs to set up external scaffolding and other auxiliary facilities when building the female wall on the steel frame structure, so as to reinforce the female wall formwork by workers, which not only increases the construction cost, but also may exist the safety hazard of high-altitude falling. Therefore, it is urgent to further improve the existing female wall formwork system. SUMMARY
[0003] The utility model embodiment provides a female wall formwork system without external frame for steel frame structure, aims at solving the problems of high construction cost and low construction safety caused by the existing female wall formwork system.
[0004] In order to achieve the above purpose, the utility model provides a female wall formwork system without external frame for steel frame structure, comprising: a plurality of steel bars, an inner side formwork, a free side formwork and a plurality of screw rod assemblies; each steel bar in the plurality of steel bars is embedded in the female wall foundation wall of the target building; the inner side formwork is fixedly arranged on the floor of the target building; the free side formwork is arranged on the plurality of steel bars; each screw rod assembly in the plurality of screw rod assemblies is arranged through the inner side formwork and the free side formwork, so as to fixedly connect the free side formwork and the inner side formwork.
[0005] Further, the free side formwork comprises a first plywood, a plurality of first horizontal main battens and a plurality of first vertical secondary battens; the plurality of first vertical secondary battens are fixedly arranged on the first plywood, and every two first vertical secondary battens in the plurality of first vertical secondary battens are arranged at intervals; the plurality of first horizontal main battens are fixedly arranged on the plurality of first vertical secondary battens, and every two first horizontal main battens in the plurality of first horizontal main battens are arranged at intervals.
[0006] Further, the free side formwork further comprises a plurality of wire ties, and each wire tie in the plurality of wire ties is arranged on the intersection node of the plurality of first vertical secondary battens and the plurality of first horizontal main battens.
[0007] Further, the inner side formwork further comprises a plurality of first butterfly knots, the plurality of first butterfly knots are fixedly arranged on the plurality of first longitudinal main beams, and every two first butterfly knots on the plurality of first butterfly knots are arranged at intervals; wherein, a first screw rod through hole is arranged on each first butterfly knot in the plurality of first butterfly knots, so as to adapt to the corresponding tension screw rod in the plurality of screw rod assemblies.
[0008] Further, the inner side formwork further comprises a plurality of first butterfly knots, the plurality of first butterfly knots are fixedly arranged on the plurality of first longitudinal main beams, and every two first butterfly knots on the plurality of first butterfly knots are arranged at intervals; wherein, a first screw rod through hole is arranged on each first butterfly knot in the plurality of first butterfly knots, so as to adapt to the corresponding tension screw rod in the plurality of screw rod assemblies.
[0009] Further, the inner side formwork further comprises a plurality of first butterfly knots, the plurality of first butterfly knots are fixedly arranged on the plurality of first longitudinal main beams, and every two first butterfly knots on the plurality of first butterfly knots are arranged at intervals; wherein, a first screw rod through hole is arranged on each first butterfly knot in the plurality of first butterfly knots, so as to adapt to the corresponding tension screw rod in the plurality of screw rod assemblies.
[0010] Further, the inner side formwork further comprises a plurality of first butterfly knots, the plurality of first butterfly knots are fixedly arranged on the plurality of first longitudinal main beams, and every two first butterfly knots on the plurality of first butterfly knots are arranged at intervals; wherein, a first screw rod through hole is arranged on each first butterfly knot in the plurality of first butterfly knots, so as to adapt to the corresponding tension screw rod in the plurality of screw rod assemblies.
[0011] Further, the inner side formwork further comprises a plurality of first butterfly knots, the plurality of first butterfly knots are fixedly arranged on the plurality of first longitudinal main beams, and every two first butterfly knots on the plurality of first butterfly knots are arranged at intervals; wherein, a first screw rod through hole is arranged on each first butterfly knot in the plurality of first butterfly knots, so as to adapt to the corresponding tension screw rod in the plurality of screw rod assemblies.
[0012] Further, the inner side formwork further comprises a plurality of first butterfly knots, the plurality of first butterfly knots are fixedly arranged on the plurality of first longitudinal main beams, and every two first butterfly knots on the plurality of first butterfly knots are arranged at intervals; wherein, a first screw rod through hole is arranged on each first butterfly knot in the plurality of first butterfly knots, so as to adapt to the corresponding tension screw rod in the plurality of screw rod assemblies.
[0013] Further, the inner side formwork further comprises a plurality of first butterfly knots, the plurality of first butterfly knots are fixedly arranged on the plurality of first longitudinal main beams, and every two first butterfly knots on the plurality of first butterfly knots are arranged at intervals; wherein, a first screw rod through hole is arranged on each first butterfly knot in the plurality of first butterfly knots, so as to adapt to the corresponding tension screw rod in the plurality of screw rod assemblies.
[0014] The utility model provides a kind of for steel frame structure's no external frame parapet formwork system, comprising: multiple multiple reinforcement, inside formwork, open side formwork and multiple screw rod components;Each reinforcement in multiple reinforcement is embedded in the parapet foundation wall of target building;Inside formwork is fixedly arranged on the floor of target building;Open side formwork is set on multiple reinforcement;Each screw rod component in multiple screw rod components is penetrated and set on inside formwork and open side formwork, to be used for fixing open side formwork and inside formwork;So by the multiple reinforcement embedded in parapet foundation wall support open side formwork, inside formwork is fixed on the floor of target building, and by multiple screw rod components, inside formwork and open side formwork are connected and fixed, so that entire parapet formwork system is stable and reliable, to avoid erecting external frame, greatly reduce construction cost, and further improve construction efficiency. BRIEF DESCRIPTION OF DRAWINGS
[0015] In order to more clearly illustrate the technical scheme of the utility model embodiment, the following will be briefly introduced to the drawings needed to be used in embodiment description, obviously, the drawings in the following description are some embodiments of the utility model, for those skilled in the art, without creative labor, other drawings can also be obtained according to these drawings.
[0016] Figure 1 The structure schematic diagram of the no external frame parapet formwork system for steel frame structure provided by the utility model embodiment is shown in the drawing.
[0017] Figure 2 The partial left view of the no external frame parapet formwork system for steel frame structure provided by the utility model embodiment is shown in the drawing.
[0018] Figure 3 The partial right view of the no external frame parapet formwork system for steel frame structure provided by the utility model embodiment is shown in the drawing.
[0019] In the drawing, various reference signs are as follows:
[0020] 100, the no external frame parapet formwork system for steel frame structure;110, multiple reinforcement;120, open side formwork;121, first plywood;122, first horizontal main rib;123, first vertical secondary rib;124, lashing wire;125, first bow;130, inside formwork;131, second plywood;132, second vertical main rib;133, second horizontal secondary rib;134, inclined steel pipe;135, reinforcement head;136, rotating fastener;140, tension screw. DETAILED DESCRIPTION
[0021] With reference to the drawings of the embodiments of the present application, the technical solutions in the embodiments of the present application will be clearly and completely described. Obviously, the described embodiments are some of the embodiments of the present application, but not all of the embodiments of the present application. Based on the embodiments of the present application, all other embodiments obtained by those of ordinary skill in the art without creative efforts are within the scope of the present application.
[0022] It should be understood that the terms "comprise" and "include" as used in the specification and the appended claims indicate the presence of the described features, integers, steps, operations, elements, and / or components, but do not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components, and / or groups thereof.
[0023] It should also be understood that the terms used in the present application specification are only for the purpose of describing specific embodiments and are not intended to limit the present application. As used in the present application specification and the appended claims, the singular forms "a", "an" and "the" are intended to include the plural forms unless the context clearly indicates otherwise.
[0024] In the present application specification, the terms "center", "upper", "left", "right", "straight", "horizontal", "inner", "outer", etc. indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship when the product is usually placed, which is only for the convenience of describing the present application and simplifying the description, and does not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation on the present application. In addition, the terms "first", "second", "third", etc. are only used for differentiation, and cannot be understood as indicating or implying relative importance.
[0025] It should be further understood that the term "and / or" as used in the present application specification and the appended claims means any combination of one or more of the associated listed items and all possible combinations, and includes these combinations.
[0026] Please refer to Figure 1The utility model provides a kind of for steel frame structure's no external bracing female wall formwork system 100, the no external bracing female wall formwork system 100 for steel frame structure includes: multiple reinforcing bars 110, inner side formwork 130, open side formwork 120 and multiple screw rod assemblies (not shown);Each reinforcing bar in the multiple reinforcing bars 110 is embedded in the female wall base wall of target building;The inner side formwork 130 is fixedly arranged on the floor of target building;The open side formwork 120 is arranged on the multiple reinforcing bars 110;Each screw rod assembly in the multiple screw rod assemblies is disposed on the inner side formwork 130 and the open side formwork 120, to be used for fixedly connecting the open side formwork 120 with the inner side formwork 130.
[0027] In the embodiment, the no external bracing female wall formwork system 100 for steel frame structure mainly includes multiple reinforcing bars 110, inner side formwork 130, open side formwork 120 and multiple screw rod assemblies;Wherein, each reinforcing bar in the multiple reinforcing bars 110 is as the stress support point of open side formwork 120, and is embedded in the female wall base wall of target building, and is fixed with the reinforcing bar in female wall base wall by welding;And the length of each reinforcing bar in the embodiment is 30cm, and the diameter is 18mm, the spacing between each two reinforcing bars in the multiple reinforcing bars 110 is 1000mm;And, the inner side formwork 130 and the open side formwork 120 are all wood mould, the inner side formwork 130 is fixedly arranged on the floor of target building, the open side formwork 120 is arranged relative to the inner side formwork 130, and the open side formwork 120 is placed on the multiple reinforcing bars 110;In addition, each screw rod assembly in the multiple screw rod assemblies specifically includes first nut, tensioning screw 140 and second nut;The specification of tensioning screw 140 is M14 tensioning screw, and the spacing between each two tensioning screw 140 is 450mm;Specific implementation, by the tensioning screw 140 is successively screwed into the inner side formwork 130 and the open side formwork 120, and by the first nut, one end of the tensioning screw 140 is fixed to the open side formwork 120, by the second nut, the other end of the tensioning screw 140 is fixed to the inner side formwork 130, so that two side formworks are fixedly connected, to realize the space formed in two side formworks and pour concrete, finally form female wall.
[0028] In construction, the inner formwork 130 and the free side formwork 120 can be prefabricated on the ground, and then each free side formwork in the free side formwork 120 is hoisted to each steel bar in the plurality of steel bars 110 by a lifting device such as a tower crane; wherein the length of each free side formwork in the embodiment is not greater than 10 m; then the inner formwork 130 is fixed on the target building roof slab, each pair of pulling screw rod 140 in the plurality of pair of pulling screw rods 140 is screwed from the second pulling hole on the inner formwork 130 and passes through the first pulling hole on the free side formwork 120, and finally the pair of pulling screw rod 140 is fixed on the free side formwork 120 and the inner formwork 130 by the corresponding first nut and second nut, thereby realizing the setting of the parapet wall formwork system.
[0029] Therefore, by using the parapet wall formwork system 100 for steel frame structure in the above embodiment, the external frame can be avoided, thereby reducing the construction cost and further improving the construction efficiency.
[0030] In an embodiment, as shown in Figures 1-2 The free side formwork 120 includes a first plywood 121, a plurality of first horizontal main battens 122 and a plurality of first vertical secondary battens 123; the plurality of first vertical secondary battens 123 are fixedly arranged on the first plywood 121, and each two first vertical secondary battens 123 in the plurality of first vertical secondary battens 123 are arranged at intervals; the plurality of first horizontal main battens 122 are fixedly arranged on the plurality of first vertical secondary battens 123, and each two first horizontal main battens 122 in the plurality of first horizontal main battens 122 are arranged at intervals.
[0031] In the embodiment, in order to ensure the overall strength of the hollow side template 120, the first plywood 121 with a thickness of 14 mm is arranged in the hollow side template 120, and a plurality of first longitudinal secondary battens 123 and a plurality of first transverse main battens 122 are arranged on one side of the first plywood 121 along the longitudinal direction and the transverse direction respectively. Specifically, the plurality of first longitudinal secondary battens 123 can be arranged on the first plywood 121 by using nails; each of the plurality of first longitudinal secondary battens 123 is a 40*90 batten in the embodiment; and every two of the plurality of first longitudinal secondary battens 123 are arranged at a certain distance. In addition, the plurality of first transverse main battens 122 are fixedly arranged on the plurality of first longitudinal secondary battens 123, and every two of the plurality of first transverse main battens 122 are arranged at a certain distance; each of the plurality of first transverse main battens 122 is formed by fixedly connecting 48*3.2 double steel pipes. Thus, the first plywood 121, the plurality of first transverse main battens 122 and the plurality of first longitudinal secondary battens 123 are used to increase the overall strength and stability of the hollow side template 120, and make the installation and disassembly of the hollow side template 120 more convenient and fast.
[0032] In an embodiment, as shown in Figures 1-2 The hollow side template 120 further includes a plurality of wire ties 124, and each of the plurality of wire ties 124 is arranged at the intersection node of the plurality of first longitudinal secondary battens 123 and the plurality of first transverse main battens 122.
[0033] In the embodiment, in order to fixedly connect the first longitudinal secondary battens 123 and the first transverse main battens 122, the hollow side template 120 further includes a plurality of wire ties 124, and each of the plurality of wire ties 124 is an 18# wire tie 124 in the embodiment; specifically, each of the first longitudinal secondary battens 123 and the corresponding first transverse main batten 122 is fixed by the wire tie 124.
[0034] In an embodiment, as shown in Figures 1-2 The hollow side template 120 further includes a plurality of first bow ties 125, and the plurality of first bow ties 125 are fixedly arranged on the plurality of first transverse main battens 122, and every two of the plurality of first bow ties 125 are arranged at intervals; each of the plurality of first bow ties 125 is provided with a first screw hole for adapting to the corresponding tensioning screw 140 in the plurality of screw assemblies.
[0035] In the embodiment, the air side template 120 further comprises a plurality of first bow ties 125, each of the plurality of first bow ties 125 is fixedly arranged on a corresponding first transverse main rib 122 by welding, so as to realize the connection of the double steel pipes on the first transverse main rib 122 through the first bow tie 125. And each two of the plurality of first bow ties 125 are arranged at a distance. Wherein, each of the plurality of first bow ties 125 is further provided with a first screw hole for adapting to a corresponding pull screw 140 in the plurality of screw assemblies, so that each of the plurality of screw assemblies passes through the corresponding inner side template 130, the first plywood 121, the first transverse main rib 122 and the corresponding first screw hole in sequence, thereby realizing the fastening connection of the inner side template 130 and the air side template 120.
[0036] In an embodiment, as shown in Figures 1-3 The inner side template 130 comprises a second plywood 131, a plurality of second longitudinal main ribs 132 and a plurality of second transverse secondary ribs 133. The plurality of second transverse secondary ribs 133 are fixedly arranged on the second plywood 131, and each two of the plurality of second transverse secondary ribs 133 are arranged at a distance. The plurality of second longitudinal main ribs 132 are fixedly arranged on the plurality of second transverse secondary ribs 133, and each two of the plurality of second longitudinal main ribs 132 are arranged at a distance.
[0037] In the embodiment, in order to ensure the overall strength of the inner side template 130, the second plywood 131 with a thickness of 14 mm is arranged in the inner side template 130, and a plurality of second longitudinal main ribs 132 and a plurality of second transverse secondary ribs 133 are arranged on one side of the second plywood 131 along the longitudinal direction and the transverse direction respectively. Specifically, the plurality of second transverse secondary ribs 133 can be fixedly arranged on the second plywood 131 by using nails. Wherein, each of the plurality of second transverse secondary ribs 133 is a 40×90 batten in the embodiment, and each of the plurality of second transverse secondary ribs 133 is arranged at a distance. In addition, the plurality of second longitudinal main ribs 132 are arranged on the plurality of second transverse secondary ribs 133, and each two of the plurality of second longitudinal main ribs 132 are arranged at a distance. Wherein, each of the plurality of second longitudinal main ribs 132 is formed by fixedly connecting 48×3.2 double steel pipes. Thus, the first plywood 121, the plurality of second transverse secondary ribs 133 and the plurality of first longitudinal main ribs are used to increase the overall strength and stability of the inner side template 130, and at the same time, the installation and disassembly of the inner side template 130 are more convenient and fast.
[0038] In one embodiment, such as Figures 1-3 As shown, the inner template 130 also includes multiple inclined steel pipes 134. One end of each inclined steel pipe 134 is fixedly installed on the floor slab of the target building, and the other end of each inclined steel pipe 134 is fixedly connected to the corresponding second longitudinal main rib 132 among the multiple second longitudinal main ribs 132.
[0039] In this embodiment, in order to enhance the support strength of the inner template 130, the inner template 130 also includes multiple inclined steel pipes 134. One end of each inclined steel pipe 134 is fixedly installed on the floor slab of the target building, and the other end is fixedly connected to the corresponding second longitudinal main rib 132 among the multiple second longitudinal main ribs 132. Thus, the multiple inclined steel pipes 134 serve to support the corresponding second longitudinal main rib 132, thereby preventing the inner template 130 from deforming or collapsing.
[0040] In one embodiment, such as Figures 1-3 As shown, the inner template 130 also includes a plurality of reinforcing bar heads 135, each of which is embedded in the floor slab of the target building, and each of which is fixedly connected to a corresponding inclined steel pipe 134.
[0041] In this embodiment, the reinforcing bar ends 135 on the inner formwork 130 serve as embedded parts, forming a firm bond with the concrete floor slab of the target building. This provides a stable support point for the inclined steel pipe 134 connected to each of the plurality of reinforcing bar ends 135. Furthermore, this connection method enhances the stability of the connection between the inner formwork 130 and the floor slab, making the inner formwork 130 more stable when subjected to the lateral pressure during concrete pouring.
[0042] In one embodiment, such as Figures 1-3 As shown, the inner template 130 also includes a plurality of swivel fasteners 136. Each of the plurality of swivel fasteners 136 is disposed at the intersection node of each inclined steel pipe 134 and the corresponding second longitudinal main rib 132, so that each inclined steel pipe 134 is fixedly connected to the corresponding second longitudinal main rib 132.
[0043] In the embodiment, in order to firmly connect each inclined steel pipe 134 with the corresponding second longitudinal main rib 132, a plurality of rotating fasteners 136 are further arranged on the inner side formwork 130, each of the plurality of rotating fasteners 136 is arranged at the intersection node of each inclined steel pipe 134 and the corresponding second longitudinal main rib 132, so that each steel pipe is connected and fixed with the corresponding second longitudinal main rib 132 by adopting the plurality of rotating fasteners 136.
[0044] In an embodiment, as shown in Figures 1-3 The inner side formwork 130 further includes a plurality of second bow ties (not shown), each of the plurality of second bow ties is fixedly arranged on the corresponding second longitudinal main rib 132 by welding, so that the connection of the double steel pipes on the second longitudinal main rib 132 is realized through the second bow ties. And every two of the plurality of second bow ties are arranged at a distance; wherein each of the plurality of second bow ties is further provided with a second screw hole for adapting the corresponding pull screw 140 in the plurality of screw assemblies, so that each screw assembly in the plurality of screw assemblies passes through the corresponding second screw hole, the second longitudinal main rib 132, the second plywood 131 and the free side formwork 120 in turn, thereby realizing the fastening connection of the inner side formwork 130 and the free side formwork 120.
[0045] In the embodiment, the inner side formwork 130 further includes a plurality of second bow ties, each of the plurality of second bow ties 125 is fixedly arranged on the corresponding second longitudinal main rib 132 in the plurality of second longitudinal main ribs 132 by welding, so that the connection of the double steel pipes on the second longitudinal main rib 132 is realized through the second bow ties. And every two of the plurality of second bow ties are arranged at a distance; wherein each of the plurality of second bow ties is further provided with a second screw hole for adapting the corresponding pull screw 140 in the plurality of screw assemblies, so that each screw assembly in the plurality of screw assemblies passes through the corresponding second screw hole, the second longitudinal main rib 132, the second plywood 131 and the free side formwork 120 in turn, thereby realizing the fastening connection of the inner side formwork 130 and the free side formwork 120.
[0046] The utility model provides a kind of female wall formwork system without external frame for steel frame structure, comprising: multiple reinforcing bars, inner side formwork, free side formwork and multiple screw assemblies;Each of the multiple reinforcing bars is embedded in the female wall base wall of target building;The inner side formwork is fixedly arranged on the floor of target building;The free side formwork is arranged on the multiple reinforcing bars;Each of the multiple screw assemblies is arranged on the inner side formwork and the free side formwork to fix the free side formwork and the inner side formwork;So that the free side formwork is supported by the multiple reinforcing bars embedded in the female wall base wall, the inner side formwork is fixed on the floor of target building, and the inner side formwork and the free side formwork are connected and fixed by the multiple screw assemblies, so that the whole female wall formwork system is stable and reliable, thereby external frame can be avoided to be erected, construction cost is greatly reduced, and construction efficiency is further improved.
[0047] The above merely illustrates the specific implementation of the present application, but the protection scope of the present application is not limited to this, and any skilled person in the art can easily think of various equivalent modifications or replacements within the technical range disclosed by the present application, and these modifications or replacements should be covered in the protection scope of the present application. Therefore, the protection scope of the present application should be subject to the protection scope of the claims.
Claims
1. A non-trestle female wall formwork system for steel framed structures, characterized in that, The utility model relates to a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction.
2. The non-scaffolding bracing system for the steel frame structure of claim 1, wherein, The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction.
3. The non-tentilizing bracing system for the steel framed structure of claim 2, wherein, The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction.
4. The non-tentilizing bracing system for the steel framed structure of claim 2, wherein, The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction.
5. The non-scaffolding bracing system for the steel frame structure of claim 1, wherein, The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction.
6. The non-scaffolding bracing system for the steel frame structure of claim 5, wherein, The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction.
7. The non-tentilizing bracing system for the steel framed structure of claim 6, wherein, The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction.
8. The non-scaffolding bracing system for the steel frame structure of claim 6, wherein, The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction.
9. The non-scaffolding bracing system for the steel frame structure of claim 6, wherein, The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. 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The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. 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The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building construction. The utility model discloses a building construction method and a building construction device, and relates to the technical field of building 10. The non-scaffolding bracing system for the steel framed structure of claim 1, wherein, Each of the plurality of steel bars has a length of 30 cm, a diameter of 18 mm, and a spacing of 1000 mm between each two of the plurality of steel bars.