Temporary supporting structure of combined cantilever frame

Abstract

The utility model discloses a temporary supporting structure of a combined cantilever frame. The temporary supporting structure comprises a cast-in-place wall layer, a prefabricated wall layer arranged above the cast-in-place wall layer, a frame body base connected to a cast-in-place wall body in the cast-in-place wall layer, the cantilever frame connected to the upper portion of the frame body base and a temporary inclined strut assembly connected to one side of the cantilever frame and penetrating through a prefabricated wall hole. The temporary inclined strut assembly comprises an inclined rod, a temporary connecting assembly arranged on the floor slab and a hoop detachably connected to the inclined rod and the temporary connecting assembly. The top of the inclined rod is detachably connected with the cantilever frame. Through the arrangement of the inclined rods, the lateral supporting of the cantilever frame is guaranteed, and the stability of the cantilever frame is improved; through the arrangement of the temporary connecting assembly, it is guaranteed that the bottoms of the inclined rods are fixed; and detachable connection is facilitated through the arrangement of the adjacent vertical cylinder screws and the pre-embedded threaded cylinders, and the adjacent vertical cylinders, the adjacent vertical cylinder plates and the adjacent vertical cylinder screws can be recycled.

Description

Technical Field

[0001] This utility model relates to the field of temporary support installation technology for cantilever frames, and in particular to a combined temporary support structure for cantilever frames. Background Technology

[0002] In prefabricated buildings, the exterior walls are precast components. When the cantilever scaffolding is set up with tie points in two steps and three spans according to specifications, the window sills are made of concrete, making temporary ties impossible and compromising safety. If ties (pre-embedded steel pipes) are installed in the exterior walls through pre-reserved openings, it damages the reinforcing steel and affects structural safety. To ensure the stability of the scaffolding during erection while ensuring time-saving, labor-saving, and safe operation for workers, targeted temporary support structures are needed. Utility Model Content

[0003] This utility model provides a combined temporary support structure for cantilevered frames, which solves technical problems such as temporary support for cantilevered frames, setting of support points, and convenient and reusable installation.

[0004] To achieve the above objectives, the present invention adopts the following technical solution:

[0005] A combined cantilever temporary support structure includes a cast-in-place wall layer, a precast wall layer disposed above the cast-in-place wall layer, a frame base connected to the cast-in-place wall in the cast-in-place wall layer, a cantilever connected to the frame base, and a temporary diagonal brace assembly connected to one side of the cantilever and passing through the opening in the precast wall.

[0006] The temporary diagonal bracing assembly includes a diagonal rod, a temporary connecting assembly installed on the floor slab, and a clamp detachably connected to the diagonal rod and the temporary connecting assembly; the top of the diagonal rod is detachably connected to the cantilever frame.

[0007] Furthermore, the walls in the precast wall layer are precast walls, and precast wall openings are provided in the precast walls; the precast wall openings are provided corresponding to the designed windows.

[0008] Furthermore, the temporary connection assembly includes a temporary connection cylinder, a temporary connection cylinder plate connected to the bottom of the temporary connection cylinder, a temporary connection cylinder screw connected below the temporary connection cylinder plate, a pre-embedded threaded cylinder bolted to the temporary connection cylinder screw, and a pre-embedded plate disposed at the bottom of the pre-embedded threaded cylinder.

[0009] The pre-embedded threaded cylinder with a pre-embedded plate is pre-embedded on the floor slab, and the top of the pre-embedded threaded cylinder is flush with the floor surface.

[0010] Furthermore, the temporary vertical cylinder, the temporary vertical cylinder plate, and the temporary vertical cylinder screw are manufactured as a single unit, and the temporary vertical cylinder screw is connected to the pre-embedded threaded cylinder bolt;

[0011] The height of the adjacent vertical shaft is greater than the height of the corresponding connecting clamp.

[0012] Furthermore, the frame base includes a main frame base and a base wall tie connecting the main frame base and the cast-in-place wall. The top of the main frame base is connected to a cantilever frame. The base wall tie is pre-embedded in the cast-in-place wall or has a through-hole.

[0013] Furthermore, the main base of the frame includes a right-angled triangular frame and reinforcing web members within the frame. The vertical part of the right-angled triangular frame is tightly connected to the side of the wall, and the horizontal part is connected to the cantilever frame. The reinforcing web members include diagonal web members and vertical web members.

[0014] Furthermore, the cantilever frame includes a cantilever upright, a cantilever horizontal crossbar and a cantilever horizontal longitudinal bar vertically connected to the cantilever upright, a cantilever platform bar connected to the operating platform, a cantilever bottom connecting beam connected to the bottom of the cantilever upright, and a cantilever U-shaped connector connecting the cantilever bottom connecting beam and the top of the main base of the frame.

[0015] The cantilevered bottom connecting beam is an I-beam, which is set inside the opening of the U-shaped connector and its bottom rests on the top of the main base of the frame; wherein, the top of the U-shaped connector is fixedly connected by a steel plate.

[0016] Furthermore, a diagonal cable is also provided, with the bottom of the diagonal cable connected to the top of the main base of the frame, and the top of the diagonal cable threaded through and connected to the upper middle part of the precast exterior wall.

[0017] Furthermore, the diagonal brace is made of steel pipe, and the top of the diagonal brace is connected to the cantilevered horizontal longitudinal bar by a clamp.

[0018] The beneficial effects of this utility model are reflected in:

[0019] This invention, through the installation of diagonal braces, facilitates lateral support of the cantilever frame, increasing its stability; the installation of temporary connecting components ensures the bottom fixation of the diagonal braces; and the installation of temporary connecting cylinder screws and pre-embedded threaded cylinders facilitates detachable connection, wherein the temporary connecting cylinders, temporary connecting cylinder plates, and temporary connecting cylinder screws can be recycled. Other features and advantages of this invention will be set forth in the following description, and will be apparent in part from the description, or may be learned by practicing the invention; the main objectives and other advantages of this invention can be realized and obtained by means of the methods particularly pointed out in the description. Attached Figure Description

[0020] Figure 1 This is a side sectional view of the temporary support structure for the combined cantilever frame;

[0021] Figure 2 This is a schematic diagram of the connection structure between the frame base and the cantilever frame;

[0022] Figure 3 This is a schematic diagram of the temporary diagonal bracing assembly and its connection structure;

[0023] Figure 4 This is a schematic diagram of the connection structure between the adjacent vertical tube, the adjacent vertical tube plate, and the adjacent vertical tube screw.

[0024] Figure 5 This is a schematic diagram of the connection structure between the embedded plate and the embedded threaded cylinder.

[0025] Attached reference numerals: 1-cast-in-place wall layer, 2-cast-in-place wall body, 3-precast wall layer, 4-precast wall, 5-precast wall opening, 6-scaffold base, 61-scaffold main base, 62-base wall tie, 7-cantilever frame, 71-cantilever upright, 72-cantilever horizontal crossbar, 73-cantilever platform bar, 74-cantilever horizontal longitudinal bar, 75-cantilever bottom connecting beam, 76-cantilever U-shaped connector, 8-diagonal rope, 9-temporary diagonal brace assembly, 91-diagonal bar, 92-temporary connecting assembly, 921-temporary connecting vertical tube, 922-temporary connecting vertical tube plate, 923-temporary connecting vertical tube screw, 924-embedded plate, 925-embedded threaded cylinder, 93-clamp. Detailed Implementation

[0026] Taking a residential project as an example, some of its walls are prefabricated. To ensure temporary support for the cantilevered scaffold at the openings in the prefabricated walls, a combined temporary support structure for the cantilevered scaffold was designed. For example... Figures 1 to 5 As shown, the combined cantilever temporary support structure includes a cast-in-place wall layer 1, a precast wall layer 4 3 located above the cast-in-place wall layer 1, a frame base 6 connected to the cast-in-place wall 2 in the cast-in-place wall layer 1, a cantilever frame 7 connected above the frame base 6, and a temporary diagonal brace assembly 9 connected to one side of the cantilever frame 7 and passing through the precast wall opening 5. The wall in the precast wall layer 4 3 is a precast wall 4, and the precast wall 4 has a precast wall opening 5; the precast wall opening 5 corresponds to the designed window.

[0027] In this embodiment, the temporary diagonal bracing assembly 9 includes a diagonal rod 91, a temporary connecting assembly 92 disposed on the floor slab, and a clamp 93 detachably connected to the diagonal rod 91 and the temporary connecting assembly 92; the top of the diagonal rod 91 is detachably connected to the cantilever frame 7. The diagonal rod 91 is made of steel pipe, and the top of the diagonal rod 91 is connected to the cantilever horizontal longitudinal bar 74 through the clamp 93.

[0028] In this embodiment, the temporary connection component 92 includes a temporary connection cylinder 921, a temporary connection cylinder plate 922 connected to the bottom of the temporary connection cylinder 921, a temporary connection cylinder screw 923 connected below the temporary connection cylinder plate 922, a pre-embedded threaded cylinder 925 bolted to the temporary connection cylinder screw 923, and a pre-embedded plate 924 disposed at the bottom of the pre-embedded threaded cylinder 925.

[0029] The pre-embedded threaded cylinder 925 with the pre-embedded plate 924 is pre-embedded on the floor slab, and the top of the pre-embedded threaded cylinder 925 is flush with the floor surface.

[0030] In this embodiment, the adjacent vertical tube 921, the adjacent vertical tube plate 922, and the adjacent vertical tube screw 923 are integrally manufactured, and the adjacent vertical tube screw 923 is bolted to the pre-embedded threaded cylinder 925; the height of the adjacent vertical tube 921 is greater than the height of the corresponding connected clamp 93.

[0031] In this embodiment, the frame base 6 includes a main frame base 61 and a base wall tie 62 connecting the main frame base 61 and the cast-in-place wall 2. The top of the main frame base 61 is connected to the cantilever frame 7. The base wall tie 62 is pre-embedded in the cast-in-place wall 2 or has a through-hole. The main frame base 61 includes a right-angled triangular frame and reinforcing web members within the frame. The vertical part of the right-angled triangular frame is tightly connected to the side of the wall, and the horizontal part is connected to the cantilever frame 7. The reinforcing web members include diagonal web members and vertical web members.

[0032] In this embodiment, the cantilever frame 7 includes a cantilever upright 71, a cantilever horizontal crossbar 72 and a cantilever horizontal longitudinal bar 74 vertically connected to the cantilever upright 71, a cantilever platform bar 73 connected to the operating platform, a cantilever bottom connecting beam 75 connected to the bottom of the cantilever upright 71, and a cantilever U-shaped connector 76 connecting the cantilever bottom connecting beam 75 and the top of the main base 61 of the frame; the cantilever bottom connecting beam 75 is an I-beam, which is set in the opening of the U-shaped connector and its bottom rests on the top of the main base 61 of the frame; wherein, the top of the U-shaped connector is fixedly connected by a steel plate.

[0033] In this embodiment, a tie rope 8 is also provided, which is made of unloading steel wire rope with a diameter of 16mm. The bottom of the tie rope 8 is connected to the top of the main base 61 of the frame, and the top of the tie rope 8 is threaded and connected to the upper middle part of the precast exterior wall.

[0034] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any changes or substitutions that can be conceived by those skilled in the art within the technical scope disclosed in the present utility model should be included within the protection scope of the present utility model.

Claims

1. A temporary support structure for a combined cantilever frame, characterized in that, It includes a cast-in-place wall layer (1), a precast wall layer (4) (3) set above the cast-in-place wall layer (1), a frame base (6) connected to the cast-in-place wall (2) in the cast-in-place wall layer (1), a cantilever frame (7) connected above the frame base (6), and a temporary diagonal bracing assembly (9) connected to one side of the cantilever frame (7) and passing through the precast wall opening (5). The temporary diagonal bracing assembly (9) includes a diagonal rod (91), a temporary connecting assembly (92) disposed on the floor slab, and a clamp (93) detachably connected to the diagonal rod (91) and the temporary connecting assembly (92); the top of the diagonal rod (91) is detachably connected to the cantilever frame (7).

2. The combined cantilever temporary support structure as described in claim 1, characterized in that, The wall in the precast wall (4) layer (3) is a precast wall (4), and a precast wall opening (5) is provided in the precast wall (4); the precast wall opening (5) corresponds to the design window.

3. The combined cantilever temporary support structure as described in claim 1, characterized in that, The temporary connection assembly (92) includes a temporary connection cylinder (921), a temporary connection cylinder plate (922) connected to the bottom of the temporary connection cylinder (921), a temporary connection cylinder screw (923) connected to the bottom of the temporary connection cylinder plate (922), a pre-embedded threaded cylinder (925) bolted to the temporary connection cylinder screw (923), and a pre-embedded plate (924) set at the bottom of the pre-embedded threaded cylinder (925). The pre-embedded threaded cylinder (925) with the pre-embedded plate (924) is pre-embedded on the floor slab, and the top of the pre-embedded threaded cylinder (925) is flush with the floor surface.

4. The combined cantilever temporary support structure as described in claim 3, characterized in that, The temporary vertical tube (921), the temporary vertical tube plate (922), and the temporary vertical tube screw (923) are manufactured as a single unit, and the temporary vertical tube screw (923) is bolted to the pre-embedded threaded cylinder (925); The height of the adjacent vertical tube (921) is greater than the height of the corresponding connecting clamp (93).

5. A temporary support structure for a combined cantilever frame as described in claim 1, characterized in that, The frame base (6) includes a main frame base (61) and a base wall connector (62) connecting the main frame base (61) and the cast-in-place wall (2). The top of the main frame base (61) is connected to a cantilever frame (7). The base wall connector (62) is pre-embedded in the cast-in-place wall (2) or has a through hole.

6. A temporary support structure for a combined cantilever frame as described in claim 5, characterized in that, The main base (61) of the frame includes a right-angled triangular frame and reinforcing web members within the frame. The vertical part of the right-angled triangular frame is tightly connected to the side of the wall, and the horizontal part is connected to the cantilever frame (7). The reinforcing web members include diagonal web members and vertical web members.

7. A temporary support structure for a combined cantilever frame as described in claim 1, characterized in that, The cantilever frame (7) includes a cantilever upright (71), a cantilever horizontal crossbar (72) and a cantilever horizontal longitudinal bar (74) vertically connected to the cantilever upright (71), a cantilever platform bar (73) connected to the operating platform, a cantilever bottom connecting beam (75) connected to the bottom of the cantilever upright (71), and a cantilever U-shaped connector (76) connecting the cantilever bottom connecting beam (75) and the top of the main base (61) of the frame. The cantilever bottom connecting beam (75) is an I-beam, which is set in the opening of the U-shaped connector and its bottom rests on the top of the main base (61) of the frame; wherein, the top of the U-shaped connector is fixedly connected by a steel plate.

8. A temporary support structure for a combined cantilever frame as described in claim 1, characterized in that, An inclined rope (8) is also provided. The bottom of the inclined rope (8) is connected to the top of the main base (61) of the frame, and the top of the inclined rope (8) is connected to the upper part of the precast exterior wall.

9. A temporary support structure for a combined cantilever frame as described in claim 1, characterized in that, The diagonal bar (91) is made of steel pipe, and the top of the diagonal bar (91) is connected to the cantilevered horizontal longitudinal bar (74) by a clamp (93).

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