Overhanging type supporting structure capable of avoiding fertilizer groove

Abstract

The utility model discloses a fertilizer groove avoiding overhanging type supporting structure which comprises a full framing, the full framing is arranged on the ground in a supported mode and is adjacent to a fertilizer groove, a structural beam plate formwork is arranged on the top of the full framing in a supported mode, and a protection assembly is connected to one side of the top of the full framing and above the fertilizer groove through an adjustable connecting assembly. The protection assembly comprises a protection frame and a dense-mesh screen, and the dense-mesh screen is arranged on one side of the protection frame in a tensioning mode. The adjustable connecting assembly comprises a plurality of telescopic transverse rods and two adjustable inclined supporting rods, the telescopic transverse rods are arranged in at least two rows and connected between the full framing and the protective frame, and the two adjustable inclined supporting rods are arranged between the two corners of the bottom of the protective frame and the full framing in an inclined supporting mode. The supporting structure is high in universality and high in safety, does not conflict with the fertile groove backfilling operation, and saves the cost and the construction period.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, specifically to a cantilevered support structure that avoids fertilizer trenches. Background Technology

[0002] When constructing structural beams and slabs, traditional external protective scaffolds are ground-mounted, requiring a large amount of scaffolding and occupying a significant amount of lower space. This can easily conflict with lower-level operations such as backfilling, resulting in high material and construction costs. To address this operational conflict issue, a widely applicable high-altitude cantilever support structure is proposed, which controls costs from two perspectives: scaffolding usage and reusability. Utility Model Content

[0003] The purpose of this utility model is to provide a cantilevered support structure that avoids the backfilling of the fertilizer trench. This support structure solves the problem that traditional external protective frames occupy a lot of lower space and conflict with lower operations such as backfilling of the fertilizer trench during the construction of structural beams and slabs.

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

[0005] A cantilevered support structure for avoiding a fertilizer trough includes a full-span scaffold, which is supported on the ground and adjacent to the fertilizer trough. A structural beam and slab template is supported on the top of the full-span scaffold, and a protective component is connected to the top side of the full-span scaffold and above the fertilizer trough via an adjustable connecting component.

[0006] The protective component includes a protective frame and a dense mesh net, wherein the dense mesh net is tensioned and installed on one side of the protective frame;

[0007] The adjustable connection assembly includes multiple telescopic crossbars and two adjustable diagonal braces. The multiple telescopic crossbars are arranged in at least two rows and connected between the full-span support and the protective frame. The two adjustable diagonal braces are diagonally supported at the bottom two corners of the protective frame between the full-span support and the protective frame.

[0008] The structural beam and slab formwork includes multiple support parts and formwork parts. The multiple support parts are arranged in the recess of the full-span support, and the formwork parts are supported above the multiple support parts.

[0009] Preferably, the support includes a connecting bracket, a support plate, and multiple square timbers. The connecting bracket is installed in the recess, the support plate is installed above the connecting bracket, and multiple square timbers are evenly spaced above the support plate.

[0010] Preferably, the template includes a structural beam template and a structural slab template. The structural beam template is supported above the square timber and connected by multiple tie rods. The structural slab template is set above the structural beam template to form a through casting cavity.

[0011] Preferably, the protective frame is a frame structure composed of multiple horizontal bars and multiple vertical bars arranged in an alternating pattern.

[0012] Preferably, the retractable crossbar includes a first crossbar and a second crossbar. The first crossbar is a stepped bar with a threaded section at its small diameter. The second crossbar is a smooth bar with a threaded blind hole that is adapted to the threaded bar.

[0013] Preferably, the large-diameter shaft end of the first crossbar is rotatably mounted with a hose clamp, which is detachably connected to the upright on the side of the full-span support; the shaft end of the second crossbar without the threaded blind hole is rotatably mounted with a hose clamp, which is detachably connected to the protective frame.

[0014] Preferably, the adjustable diagonal brace is a rod-shaped structure, with one end hinged to a corner of the bottom of the protective frame and the other end hinged to a clamp. The clamp can be movably installed on the upright on the side of the full-span support.

[0015] In this invention, the full-span support is erected on the ground and adjacent to the fertilizer tank. A protective component is connected to one side of the top of the full-span support and above the fertilizer tank via an adjustable connecting component. That is, the protective component is suspended above the fertilizer tank. Subsequently, the fertilizer tank can be backfilled directly without removing the support structure. This does not conflict with the fertilizer tank backfilling operation, saving costs and construction time.

[0016] The protective component is installed on one side of the full-span component via an adjustable connecting component. By screwing on the first or second crossbar, the position of the threaded rod within the threaded blind hole is adjusted to achieve the extension and retraction of the telescopic crossbar, thereby adjusting the distance between the protective frame and the full-span support. The extension and retraction of the telescopic crossbar is adapted by adjusting the fixed position of the clamp on the upright, thus improving the versatility of this structure.

[0017] This support structure integrates the pouring cavity, support frame, and protection into one unit. It bears all the loads transmitted during the formwork installation and concrete pouring process. It serves as an operating platform, a safety protection facility, and a load-bearing system for various loads. It is highly versatile and safe, and can effectively ensure the safety of operators who are assembling structural beam and slab formwork and pouring concrete on top of the full-span support.

[0018] The protective components and adjustable connection components, as well as the adjustable connection components and the full-span scaffolding, are all detachably connected by disc buckles. The full-span scaffolding, structural beam and slab formwork, adjustable connection components, and protective components can all be reused, resulting in high economic benefits. Attached Figure Description

[0019] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0020] Figure 2This is a schematic diagram of the adjustable connection component structure of this utility model;

[0021] Figure 3 This is a schematic diagram of the first crossbar structure of this utility model;

[0022] In the diagram: 1. Full-span scaffolding; 2. Structural beam and slab formwork; 3. Adjustable connecting components; 4. Protective components; 10. Uprights; 20. Support section; 21. Formwork section; 30. Telescopic crossbar; 31. Adjustable diagonal brace; 32. Hoop; 40. Protective frame; 41. Dense mesh netting; 200. Connecting bracket; 201. Support plate; 202. Square timber; 210. Structural beam formwork; 211. Structural slab formwork; 212. Tie rod; 300. First crossbar; 301. Second crossbar; 302. Hose clamp. Detailed Implementation

[0023] The present invention will be further described with reference to the following figures:

[0024] like Figures 1-3 The cantilevered support structure for avoiding a fertilizer trough, shown, includes a full-span scaffold 1, which is supported on the ground and adjacent to the fertilizer trough. A structural beam and slab template 2 is supported on the top of the full-span scaffold 1. A protective component 4 is connected to one side of the top of the full-span scaffold 1 above the fertilizer trough via an adjustable connecting component 3. The distance between the protective component 4 and the side of the full-span scaffold 1 can be adjusted by the adjustable connecting component 3 to accommodate the different distances between the cantilever end of the structural slab and the side of the full-span scaffold due to different structural slab sizes.

[0025] The protective component 4 includes a protective frame 40 and a dense mesh net 41, with the dense mesh net 41 tensioned and installed on one side of the protective frame 40.

[0026] The adjustable connection assembly 3 includes multiple telescopic crossbars 30 and two adjustable diagonal braces 31. The multiple telescopic crossbars 30 are arranged in at least two rows and connected between the full-span support 1 and the protective frame 40, improving the stability of the connection. The two adjustable diagonal braces 31 are diagonally braced between the bottom two corners of the protective frame 40 and the full-span support 1 to increase the stability of the connection.

[0027] The structural beam and slab formwork 2 includes multiple support parts 20 and formwork parts 21. The multiple support parts 20 are set in the recess of the full-span support 1, and the formwork parts 21 are supported above the multiple support parts 20.

[0028] The support part 20 includes a connecting bracket 200, a support plate 201, and multiple square timbers 202. The connecting bracket 200 is installed in the recess, the support plate 201 is installed above the connecting bracket 200, and multiple square timbers 202 are evenly spaced above the support plate 201.

[0029] The template section 21 includes a structural beam template 210 and a structural slab template 211. The structural beam template 210 is supported above the square timber 202 and is connected by multiple tie rods 212. The structural slab template 211 is set above the structural beam template 210 to form a through pouring cavity. Concrete is poured in the pouring cavity to form a structural beam and slab.

[0030] The protective frame 40 is a frame structure composed of multiple horizontal and vertical bars arranged in an alternating pattern.

[0031] The telescopic crossbar 30 includes a first crossbar 300 and a second crossbar 301. The first crossbar 300 is a stepped bar with a threaded section at its small diameter. The second crossbar 301 is a smooth bar with a threaded blind hole that is compatible with the threaded bar.

[0032] The large-diameter shaft end of the first crossbar 300 is rotatably mounted with a hose clamp 302, which is detachably connected to the upright 10 on the side of the full-span support 1. The shaft end of the second crossbar 301 without a threaded blind hole is rotatably mounted with a hose clamp 302, which is detachably connected to the protective frame 40. By screwing the first crossbar 300 or the second crossbar 301, the position of the threaded rod within the threaded blind hole is adjusted to achieve the extension and retraction of the telescopic crossbar 30, thereby adjusting the distance between the protective frame and the full-span support, improving the versatility of this structure.

[0033] The adjustable diagonal brace 31 is a rod-shaped structure, with one end hinged to a corner of the bottom of the protective frame 40 and the other end hinged to the clamp 32. The clamp 32 can be movably installed on the upright 10 on the side of the full-span support 1. The extension and retraction of the telescopic crossbar 30 can be adapted by adjusting the fixed position of the clamp 32 on the upright 10.

[0034] The above embodiments are merely illustrative of the concept and implementation of this utility model, and are not intended to limit it. Under the concept of this utility model, the technical solutions without substantial changes are still within the scope of protection.

Claims

1. A kind of support structure of cantilever type of avoiding manure groove, including full frame (1), the full frame (1) is supported on ground, and close to manure groove, it is characterized in that: A structural beam slab formwork (2) is arranged on the top of the full support (1), a protection assembly (4) is connected to the space above the fertilizer groove on one side of the top of the full support (1) through an adjustable connecting assembly (3); The protection assembly (4) comprises a protection frame (40) and a dense mesh (41), and the dense mesh (41) is arranged on one side of the protection frame (40) by tensioning. The adjustable connecting assembly (3) comprises a plurality of telescopic cross bars (30) and two adjustable inclined struts (31), the plurality of telescopic cross bars (30) are arranged in at least two rows and connected between the full support (1) and the protection frame (40), and the two adjustable inclined struts (31) are inclined between the two corners of the bottom of the protection frame (40) and the full support (1).

2. The kick-tray overhang support structure of claim 1, wherein: The structural beam slab formwork (2) comprises a plurality of support portions (20) and a formwork portion (21), the plurality of support portions (20) are arranged at the recesses of the full support (1), and the formwork portion (21) is arranged above the plurality of support portions (20).

3. The kick-tray overhang support structure of claim 2, wherein: The support portion (20) comprises a connecting support (200), a support plate (201) and a plurality of square woods (202), the connecting support (200) is installed at the recess, the support plate (201) is installed above the connecting support (200), and the plurality of square woods (202) are uniformly and interval arranged above the support plate (201).

4. The kick-tray overhang support structure of claim 3, wherein: The formwork portion (21) comprises a structural beam formwork (210) and a structural slab formwork (211), the structural beam formwork (210) is arranged above the square wood (202) and connected by a plurality of tie rods (212), and the structural slab formwork (211) is arranged above the structural beam formwork (210) to form a through pouring cavity.

5. The setback berm overhang support structure according to claim 1, wherein: The protection frame (40) is a frame structure formed by the interlaced arrangement of a plurality of cross bars and a plurality of vertical bars.

6. The setback berm overhang support structure according to claim 1, wherein: The telescopic cross bar (30) comprises a first cross bar (300) and a second cross bar (301), the first cross bar (300) is a stepped bar, the small-diameter rod portion of the stepped bar is a threaded rod, and the second cross bar (301) is a light rod with a threaded blind hole, and the threaded blind hole is matched with the threaded rod.

7. The kick-tray overhang support structure of claim 6, wherein: The large-diameter rod portion of the first cross bar (300) is rotatably connected with a throat ring (302) at the shaft end, the throat ring (302) is detachably connected with a vertical rod (10) on the side of the full support (1); the shaft end of the second cross bar (301) without the threaded blind hole is rotatably connected with a throat ring (302), and the throat ring (302) is detachably connected with the protection frame (40).

8. The setback berm overhang support structure according to claim 1, wherein: The adjustable inclined strut (31) is a rod structure, one end of which is hinged to one corner of the bottom of the protection frame (40), and the other end is hinged to a hoop (32), and the hoop (32) is movably installed on the vertical rod (10) on the side of the full support (1).

Images