Cantilever outer frame applied to construction site

Abstract

The utility model belongs to the technical field of building construction outer frames, and particularly discloses a cantilever outer frame applied to a construction site, which is arranged outside a first floor layer and a second floor layer which are adjacent to each other, and comprises a supporting bracket, the supporting bracket comprises an I-shaped steel part and an inclined strut I-shaped steel, the I-shaped steel part and the inclined strut I-shaped steel are fixedly connected to form a V shape, and the I-shaped steel part and the inclined strut I-shaped steel are arranged on the supporting bracket. The other ends of the I-shaped steel piece and the diagonal bracing I-shaped steel are fixedly connected to a floor layer I; the head end of the steel wire rope is connected to the I-shaped steel piece, and the tail end of the steel wire rope is connected to the second floor layer; and the construction outer frame is arranged at the top of the supporting bracket, and the construction outer frame is erected outside the steel wire rope. The overhanging outer frame applied to the construction site is easy to assemble, convenient to use and high in strength, and therefore safety in the using process is guaranteed.

Description

Technical Field

[0001] The utility model belongs to the technical field of building construction external frames, in particular to a cantilever external frame used in construction sites. Background Art

[0002] With the continuous development of urban construction, cantilevered scaffolding has become a common construction method, allowing construction workers to conveniently perform high-altitude work outside the wall. Traditional basket-style scaffolding typically uses fixed tie rods for support, but this design presents several challenges. For example, after prolonged use, the tie rods are prone to deformation and breakage. Furthermore, the large number of tie rods necessitates frequent maintenance and replacement, increasing maintenance costs. Furthermore, relying solely on tie rods is not a reliable method for safety. Utility Model Content

[0003] The purpose of the utility model is to overcome the above problems existing in the prior art and provide a cantilevered external frame for use on construction sites, which is simple to assemble, easy to use, and has high strength, thereby ensuring safety during use.

[0004] In order to achieve the above technical objectives and the above technical effects, the present invention is implemented through the following technical solutions:

[0005] A cantilevered external frame used in a construction site, arranged outside adjacent floor slab layers 1 and 2, comprising:

[0006] A support bracket, the support bracket comprising an I-beam and an inclined bracing I-beam, the I-beam and the inclined bracing I-beam being fixedly connected to form a V-shape, and the other ends of the I-beam and the inclined bracing I-beam being fixedly connected to the first floor layer;

[0007] A steel wire rope, wherein the head end of the steel wire rope is connected to the I-beam, and the tail end of the steel wire rope is connected to the second floor layer;

[0008] A construction scaffold is installed on the top of the support bracket and is set up outside the steel wire rope.

[0009] Furthermore, the angle between the I-beam and the diagonal I-beam is 45-75°.

[0010] Furthermore, one end of the bottom of the I-beam away from the first floor layer is fixedly connected to the first steel plate;

[0011] One end of the diagonal I-beam away from the first floor layer is fixedly connected to the first steel plate.

[0012] Furthermore, two groups of embedded controls are embedded in the first floor layer, and each group of embedded controls includes a plurality of plastic embedded parts;

[0013] Two second steel plates are provided on the first floor slab layer. A plurality of through holes are provided on the second steel plates. Bolts are provided in each of the plurality of through holes. The bolts are threadedly connected to the plastic embedded parts.

[0014] The second steel plate is fixed to the embedded control by bolts;

[0015] The other ends of the I-beam and the diagonal I-beam are respectively fixedly connected to the two steel plates.

[0016] Furthermore, an end of the I-beam away from the floor layer is provided with a steel wire rope anti-slip weldment, and the exterior of the steel wire rope anti-slip weldment is in close contact with the steel wire rope.

[0017] Furthermore, the head end of the steel wire rope is passed around the I-beam and is locked and fixed to the steel wire rope by a U-shaped buckle.

[0018] Furthermore, U-shaped bolts are pre-embedded in the second floor slab layer;

[0019] The tail end of the steel wire rope passes around the closed end of the U-bolt and is locked and fixed to the steel wire rope through a U-shaped buckle.

[0020] Compared with the prior art, the beneficial effects of the present invention are:

[0021] 1. In the utility model, a steel wire rope is used instead of the traditional fixed pull rod, which is more practical. In addition, an inclined I-beam is installed under the I-beam. The inclined I-beam and the I-beam form a V shape, and both ends of the V are set on the floor, which enhances safety and stability.

[0022] 2. In the present invention, the construction scaffolding is erected on the I-beam and steel wire ropes are used instead of traditional fixed pull rods for support. After the construction scaffolding is erected, the cantilevered scaffolding does not affect the internal construction of the floor, thereby enhancing the safety of the construction scaffolding.

[0023] 3. In the utility model, the structure composed of the supporting bracket and the steel wire rope provides a double guarantee for the stability of the I-beam when the construction scaffolding is erected on the I-beam due to the supporting effect of the steel wire rope and the diagonal I-beam on the I-beam, thereby further enhancing the stability of the cantilever scaffolding. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] The drawings described herein are used to provide a further understanding of the present invention and constitute a part of this application. The exemplary embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation of the present invention. In the drawings:

[0025] Figure 1 It is a structural diagram of the utility model;

[0026] Figure 2 This is the structural front view of the utility model;

[0027] Figure 3 It is a structural side view of the utility model;

[0028] Figure 4 This is an enlarged view of the structure at point B of the present utility model;

[0029] Figure 5 This is an enlarged view of the structure at point C of the present utility model;

[0030] Figure 6 It is an enlarged view of the structure of point A of the present utility model.

[0031] Among them, the figure markings are: 100, floor layer one; 200, floor layer two; 300, support bracket; 6, I-beam; 2, diagonal I-beam; 8, wire rope; 400, construction scaffolding; 60, steel plate one; 3, embedded control; 11, steel plate two; 4, bolt; 5, wire rope anti-slip weldment; 10, U-bolt. DETAILED DESCRIPTION

[0032] The following will be combined with the accompanying drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0033] In the description of the present invention, it should be understood that the terms "opening", "upper", "lower", "thickness", "top", "middle", "length", "inside", "around" and the like indicating orientation or positional relationship are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the components or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as limiting the present invention.

[0034] like Figures 1 to 6 As shown, a cantilevered external frame used in a construction site is arranged outside adjacent floor 100 and floor 200. The cantilevered external frame includes a support bracket 300, a steel wire rope 8, and a construction external frame 400. The head end of the steel wire rope 8 is connected to the support bracket 300, the tail end of the steel wire rope 8 is connected to the floor 200, and the construction external frame 400 is arranged on the support bracket 300.

[0035] Specifically, the support bracket 300 includes an I-beam 6 and an oblique I-beam 2, the I-beam 6 and the oblique I-beam 2 are fixedly connected to form a V shape, and the other ends of the I-beam 6 and the oblique I-beam 2 are fixedly connected to the floor layer 100;

[0036] The angle between the I-beam 6 and the diagonal I-beam 2 is 45-75°, and the diagonal I-beam 2 is used to support the I-beam 6;

[0037] The end of the bottom of the I-beam 6 away from the floor layer 100 is fixedly connected to the steel plate 60, and the end of the diagonal I-beam 2 away from the floor layer 100 is fixedly connected to the steel plate 60. A steel plate 60 is provided to connect the I-beam 6 and the diagonal I-beam 2.

[0038] See also Figure 4 Two sets of embedded controls 3 are embedded in the first floor layer 100, and each set of embedded controls 3 includes multiple plastic embedded parts. Two steel plates 11 are provided on the first floor layer 100, and multiple through holes are opened on the second steel plates 11. Bolts 4 are provided in the multiple through holes. The bolts 4 are threadedly connected to the plastic embedded parts. The second steel plates 11 are fixed to the embedded controls 3 by the bolts 4.

[0039] The other ends of the I-beam 6 and the diagonal I-beam 2 are respectively fixedly connected to the two steel plates 11. The other ends of the I-beam 6 and the diagonal I-beam 2 can be fixed to the two steel plates 11 by welding, thereby fixing the I-beam 6 and the diagonal I-beam 2 to the floor layer 100. A stable triangular structure is formed between the I-beam 6, the diagonal I-beam 2, and the floor layer 100, further enhancing the stability of the cantilevered external frame.

[0040] The head end of the steel wire rope 8 is connected to the I-beam 6, and the tail end of the steel wire rope 8 is connected to the second floor slab layer 200. Specifically, the head end of the steel wire rope 8 is passed around the I-beam 6 and is locked and fixed to the steel wire rope 8 by a U-shaped buckle. A U-shaped bolt 10 is pre-embedded in the second floor slab layer 200, and the tail end of the steel wire rope 8 is passed around the closed end of the U-shaped bolt 10 and is locked and fixed to the steel wire rope 8 by a U-shaped buckle.

[0041] The end of the I-beam 6 away from the floor layer 100 is provided with a steel wire rope anti-slip weldment 5, and the exterior of the steel wire rope anti-slip weldment 5 is in close contact with the steel wire rope 8; by connecting one end of the steel wire rope 8 to the floor layer 200 and the other end of the steel wire rope 8 to the I-beam 6, the end of the I-beam 6 away from the floor layer 100 is respectively connected and fixed by the diagonal I-beam 2 and the steel wire rope 8, thereby further enhancing the stability of the cantilevered external frame; moreover, the provision of the steel wire rope anti-slip weldment 5 can prevent the steel wire rope 8 from sliding on the I-beam 6 when the steel wire rope 8 is tightened, thereby limiting the position of the steel wire rope 8, and further enhancing the stability of the connection between the steel wire rope 8 and the I-beam 6;

[0042] The construction scaffolding 400 is arranged on the top of the supporting bracket 300, and the construction scaffolding 400 is erected on the outside of the steel wire rope 8. During the actual erection process of the construction scaffolding 400, it does not interfere with the steel wire rope 8; wherein, the supporting bracket 300 and the steel wire rope 8 can be set to multiple groups, and the specific number can be determined according to the actual erection specifications of the construction scaffolding 400.

[0043] The utility model provides a cantilever scaffolding for use on construction sites, and its construction process is as follows:

[0044] S1: Embed two sets of embedded controls 3 in the cantilevered beam (i.e., floor 1 100), wherein each set of embedded controls 3 includes four plastic embedded parts in a rectangular array. At the same time, embed U-bolts 10 in the upper floor slab (i.e., floor 2 200);

[0045] S2: Use bolts 4 to install the upper steel plate 2 11 to the outside of the embedded control 3, and weld one end of the I-beam 1 to the steel plate 2 11; the bolts 4 are M16 bolts, and the I-beam 1 is 16# I-beam;

[0046] S3: Weld the steel plate 1 60 and the steel plate 2 11 located below to both ends of the diagonal bracing I-beam 2;

[0047] Among them, steel plate 160 is made of 280*110 steel plate, steel plate 211 is made of 220*200 steel plate, and diagonal bracing I-beam 2 is 16# I-beam;

[0048] S4: Install the processed diagonal bracing I-beam 2

[0049] The steel plate 2 11 on the diagonal I-beam 2 is fixed to the embedded control 3 with bolts 4;

[0050] The end of the steel plate 1 60 away from the diagonal I-beam 2 is welded to the I-beam 1;

[0051] S5: Weld a wire rope anti-slip weldment 5 to the end of the I-beam 1 away from the steel plate 2 11, then pass one end of a Φ16 steel wire rope 8 through the pre-buried U-bolt 10, and pull the I-beam 1 with the other end, and lock each end with four U-shaped buckles; wherein, the steel wire rope 8 adopts a Φ16 steel wire rope;

[0052] S6: Erection of construction scaffolding 400.

[0053] The utility model provides a cantilever external frame used in construction sites, which adopts steel wire rope instead of traditional fixed pull rods, and is more practical. In addition, an oblique I-beam is installed under the I-beam, and a V-shape is formed between the oblique I-beam and the I-beam, and both ends of the V-shape are arranged on the floor, thereby enhancing safety and stability.

[0054] Throughout this specification, references to terms such as "one embodiment," "example," or "specific example" indicate that a specific feature, structure, material, or characteristic described in conjunction with that embodiment or example is included in at least one embodiment or example of the present invention. In this specification, schematic representations of these terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

[0055] The above shows and describes the basic principles, main features and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The above embodiments and descriptions are merely illustrative of the principles of the present invention. Various changes and improvements may be made to the present invention without departing from the spirit and scope of the present invention, and such changes and improvements fall within the scope of the present invention as claimed.

Claims

1. A cantilevered external frame used in a construction site, arranged outside adjacent floor slab layer 1 (100) and floor slab layer 2 (200), characterized in that: include: A support bracket (300), the support bracket (300) comprising an I-beam (6) and an inclined I-beam (2), the I-beam (6) and the inclined I-beam (2) being fixedly connected in a V-shape, the other ends of the I-beam (6) and the inclined I-beam (2) being fixedly connected to a floor slab layer 1 (100); A steel wire rope (8), the head end of the steel wire rope (8) is connected to the I-beam (6), and the tail end of the steel wire rope (8) is connected to the second floor layer (200); A construction external frame (400) is provided on the top of the support bracket (300), and the construction external frame (400) is erected outside the steel wire rope (8).

2. The cantilever scaffolding used in construction sites according to claim 1, characterized in that: The angle between the I-beam (6) and the diagonal I-beam (2) is 45-75°.

3. The cantilever scaffolding used in construction sites according to claim 1, characterized in that: One end of the bottom of the I-beam (6) away from the floor layer (100) is fixedly connected to a steel plate (60); One end of the diagonal bracing I-beam (2) away from the floor layer one (100) is fixedly connected to the steel plate one (60).

4. The cantilever scaffolding used in construction sites according to claim 1, characterized in that: Two groups of embedded controls (3) are embedded in the first floor layer (100), and each group of embedded controls (3) includes a plurality of plastic embedded parts; Two steel plates (11) are provided on the floor layer (100), and a plurality of through holes are provided on the steel plates (11). Bolts (4) are provided in the plurality of through holes, and the bolts (4) are threadedly connected to the plastic embedded parts; The second steel plate (11) is fixed to the embedded control (3) by means of bolts (4); The other ends of the I-beam (6) and the diagonal I-beam (2) are respectively fixedly connected to two steel plates (11).

5. The cantilever scaffolding used in construction sites according to claim 1, characterized in that: The end of the I-beam (6) away from the first floor layer (100) is provided with a steel wire rope anti-slip weldment (5), and the exterior of the steel wire rope anti-slip weldment (5) is in close contact with the steel wire rope (8).

6. The cantilever scaffolding used in construction sites according to claim 1, characterized in that: The head end of the steel wire rope (8) is passed around the I-shaped steel member (6) and is locked and fixed to the steel wire rope (8) via a U-shaped buckle.

7. The cantilever scaffolding used in construction sites according to claim 1, characterized in that: U-shaped bolts (10) are pre-buried in the second floor slab layer (200); The tail end of the steel wire rope (8) passes around the closed end of the U-shaped bolt (10) and is locked and fixed to the steel wire rope (8) through a U-shaped buckle.

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