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CN-224228230-U - Assembled type scaffold reinforcing structure

CN224228230UCN 224228230 UCN224228230 UCN 224228230UCN-224228230-U

Abstract

The utility model relates to the technical field of building construction, in particular to an assembled scaffold reinforcing structure, which comprises upright rods and transverse rods, wherein an anchor ear A and an anchor ear B are respectively fixedly arranged on the upright rods and the transverse rods, an insertion space is formed between the anchor ear B and the anchor ear A at intervals, insertion holes communicated with the insertion space are formed in a penetrating manner on the surface of the anchor ear B, reinforcing rods are detachably assembled in an inclined manner between the two insertion holes with height difference, the annular anchor ear structure (anchor ear A and anchor ear B) is adopted in the reinforcing structure, and the reinforcing rods connected between the two annular anchor ear structures with the height difference can extend into the insertion space through the insertion holes to be detachably assembled, so that the scaffold reinforcing structure is in a modularized design.

Inventors

  • PANG SHAOJIE

Assignees

  • 庞少杰

Dates

Publication Date
20260512
Application Date
20250514

Claims (7)

  1. 1. The assembled scaffold reinforcing structure comprises a vertical rod (1) and a cross rod (2) fixedly connected with the vertical rod (1), wherein the cross rod (2) is mutually perpendicular to the vertical rod (1), and is characterized in that anchor clamps A (3) are respectively fixedly arranged on the vertical rod (1) and the cross rod (2), and anchor clamps B (4) are fixedly connected outside the anchor clamps A (3); The inner diameter of the anchor ear B (4) is larger than the outer diameter of the anchor ear A (3), and an insertion space (5) is formed between the anchor ear B (4) and the anchor ear A (3) at intervals; the surface of the anchor ear B (4) is provided with insertion holes (6) communicated with the insertion space (5) in a penetrating mode, and reinforcing rods (7) are obliquely assembled between the two insertion holes (6) with height difference in a detachable mode.
  2. 2. The fabricated scaffold reinforcing structure according to claim 1, wherein the insertion hole (6) comprises a strip-shaped groove (61) arranged along the length direction of the anchor ear (4), and a plurality of sliding grooves (62) communicated with the strip-shaped groove (61), and the sliding grooves (62) are arranged at intervals along the length direction of the strip-shaped groove (61); One end of the sliding groove (62) far away from the strip-shaped groove (61) is provided with a clamping groove (63), and the diameter of the clamping groove (63) is larger than the width of the sliding groove (62).
  3. 3. The fabricated scaffold reinforcing structure according to claim 1, wherein the locking portion of the anchor ear B (4) is provided with a groove (9), the locking portion of the anchor ear A (3) extends into the groove (9), and locking pieces (10) are connected to the locking portions of the anchor ear B (4) and the anchor ear A (3) together.
  4. 4. The fabricated scaffold reinforcing structure according to claim 1, wherein a connecting piece (11) is fixedly arranged on the inner wall of the anchor ear B (4), and one end of the connecting piece (11) far away from the anchor ear B (4) is fixedly connected with the anchor ear A (3).
  5. 5. The fabricated scaffold reinforcing structure according to claim 2, wherein the reinforcing rods (7) have external threads (71) at both ends thereof, and nuts (12) for locking the reinforcing rods (7) are screwed on the external threads (71).
  6. 6. The fabricated scaffold reinforcing structure according to claim 5, wherein two ends of the reinforcing rod (7) are respectively movably equipped with a spacer block (13), and the spacer blocks (13) are located on the movement path of the nut (12).
  7. 7. The fabricated scaffold reinforcing structure according to claim 6, wherein the spacer block (13) has a limiting portion (131) for limiting the movable travel of the reinforcing rod (7) in a plug-in fit with the clamping groove (63).

Description

Assembled type scaffold reinforcing structure Technical Field The utility model relates to the technical field of building construction, in particular to an assembled scaffold reinforcing structure. Background At present, a disc-buckling scaffold is mostly adopted at home and abroad, and has the advantages of compact structure, strong bearing capacity, convenience in transportation and the like, so that the disc-buckling scaffold is commonly used by construction industry. In the prior art, parts such as a cross rod, a vertical rod, a reinforcing rod, a disc fitting, a hoop and the like of a scaffold to be assembled are mostly transported to a construction site, and are overlapped layer by workers according to standard design specifications. The reinforcing rod is obliquely arranged between the vertical rod and the transverse rod in the prior art and is fixed in a welded mode (for example, a scaffold connecting structure with a publication number of CN105239767A in the prior art), the field installation is slower due to the adoption of the welded mode, the labor cost is higher, meanwhile, the construction and the disassembly are not convenient enough, and the risk of high-altitude operation is increased. Disclosure of utility model Accordingly, the present utility model is directed to an assembled scaffold reinforcement structure, which can quickly construct and disassemble a scaffold by adopting a modular design, so as to solve the technical problems described in the background art. The utility model is realized by the following technical scheme: The utility model provides a but assembled scaffold frame reinforced structure, includes the pole setting and with pole setting fixed connection's horizontal pole, the horizontal pole with pole setting mutually perpendicular, pole setting with set firmly staple bolt A on the horizontal pole respectively, staple bolt A external fixation has staple bolt B, staple bolt B's internal diameter is greater than staple bolt A's external diameter, staple bolt B with the interval forms the insertion space between the staple bolt A; The surface of the anchor ear B is provided with jacks communicated with the insertion space in a penetrating mode, and reinforcing rods are obliquely assembled between the two jacks with the height difference in a detachable mode. Further, the jack comprises a strip-shaped groove arranged along the length direction of the anchor ear B, and a plurality of sliding grooves communicated with the strip-shaped groove, wherein the sliding grooves are arranged at intervals along the length direction of the strip-shaped groove; One end of the chute, which is far away from the strip-shaped groove, is a clamping groove, and the diameter of the clamping groove is larger than the width of the chute. Further, the locking part of the anchor ear B is provided with a groove, the locking part of the anchor ear A stretches into the groove, and the anchor ear B and the locking part of the anchor ear A are connected with locking pieces together. Further, a connecting piece is fixedly arranged on the inner wall of the anchor ear B, and one end, far away from the anchor ear B, of the connecting piece is fixedly connected with the anchor ear A. Further, the two ends of the reinforcing rod are respectively provided with external threads, and nuts used for locking the reinforcing rod are connected to the external threads in a threaded manner. Furthermore, cushion blocks are movably assembled at two ends of the reinforcing rod respectively, and the cushion blocks are located on the movement path of the nut. Further, the cushion block is provided with a limiting part which is used for being in plug-in fit with the clamping groove to limit the movable travel of the reinforcing rod. The utility model has the beneficial effects that: 1. The assembled reinforcing structure adopts an annular hoop structure (the hoop A+the hoop B), the reinforcing rod can be detachably inserted into the insertion space through the insertion hole, so that the reinforcing rod is obliquely assembled between the two annular hoop structures with the height difference, compared with the prior art that the reinforcing rods are directly fixed by welding on the anchor ear, the scaffold with the reinforcing structure is more convenient to construct and disassemble, the construction efficiency is improved, and the risk of high-altitude operation is reduced. 2. According to the utility model, a plurality of mounting hole sites are provided for mounting the reinforcing rod on the anchor ear B, the maximum deformation force which can be borne by the device can be calculated through stress calculation, the anchor ear B is adjusted to a proper mounting angle, the selected gear can be determined according to the length of the power arm, and the two ends of the reinforcing rod are respectively stretched into the mounting hole sites at different positions, so that the maximum deformation force can be borne. Drawings