Wind-resistant scaffold for building construction

Abstract

The utility model discloses a wind-resistant scaffold for building construction, and relates to the technical field of wind-resistant scaffolds for building construction. The supporting frame comprises supporting rods, the top ends of the supporting rods are fixedly connected with connecting structures, each connecting structure comprises a square pipe fixedly connected to the top end of the corresponding supporting rod, an inserting rod is connected into each square pipe in a sleeved mode, limiting holes are formed in the side faces of the square pipes and the side faces of the inserting rods, and limiting rods are connected into the limiting holes in a sleeved mode. Through the arrangement of the connecting structure, the inserting rod fixed at the bottom end of the upper supporting rod is inserted into the square pipe fixed at the top end of the lower supporting rod, so that the limiting hole in the side face of the inserting rod is aligned with the limiting hole in the side face of the square pipe, the limiting rod is inserted into the limiting hole, splicing is completed, and then the locking strips are inserted into the inserting holes in the two ends of the limiting rod; and the limiting rods are prevented from sliding out of the limiting holes, so that the splicing efficiency of the vertical bridge scaffold is improved, and the mounting efficiency of the whole bridge scaffold is improved.

Description

Technical Field

[0001] The utility model belongs to the field of wind-resistant scaffolds for building construction, and specifically relates to a wind-resistant scaffold for building construction. Background Art

[0002] When the bridge scaffolding of the prior art is spliced ​​upward, the connection structure is relatively complex and requires other tools for auxiliary installation, which affects the installation efficiency of the bridge scaffolding; the bridge scaffolding lacks a structure to reinforce its lateral firmness, and its lateral stability is poor.

[0003] Chinese patent publication number CN220365273U discloses a scaffolding support structure comprising: a scaffolding and a first connecting member, wherein the scaffolding is arranged on the periphery of a building and can be fixed to the roof via the first connecting member; the first connecting member comprises a vertical pole and a first cross bar, wherein the vertical pole vertically passes through the roof and is fixedly connected to the purlin below the roof; and the first cross bar is connected to the vertical pole and is used to fix the vertical pole to the scaffolding. The utility model has vertical poles fixed on the roof of the building, the vertical poles are fixedly connected to the purlin below the roof and fixed to the scaffolding via the first cross bar, so that the scaffolding can be connected to the roof purlins of the ancient building. The roof purlins can provide a fulcrum for the scaffolding to be erected, thereby achieving a stable scaffolding installation on the sloping roof of the ancient building.

[0004] In view of this, the present utility model is proposed. Utility Model Content

[0005] The technical problem to be solved by the present invention is to overcome the deficiencies of the prior art, provide a wind-resistant scaffold for construction, and solve the problems raised in the above-mentioned background technology.

[0006] In order to solve the above technical problems, the basic concept of the technical solution adopted by the present invention is:

[0007] A wind-resistant scaffold for construction, comprising: support rods, the top ends of the support rods being fixedly connected to a connection structure, a first stabilizing structure being sleeved on the surface of the support rods, and a second stabilizing structure being sleeved adjacent to the first stabilizing structure;

[0008] The connection structure includes a square tube fixedly connected to the top end of the support rod, an insert rod is sleeved inside the square tube, and limiting holes are provided on the sides of the square tube and the insert rod, and a limiting rod is sleeved inside the limiting hole.

[0009] Optionally, both ends of the limiting rod are provided with a socket, the interior of the socket is plugged with a locking strip, and the locking strip is made of elastic metal material.

[0010] Optionally, protective frames are axially symmetrically provided on both sides of the square tube, the protective frames are matched with the limiting rods, and the protective frames are fixedly connected to adjacent portions of the limiting holes.

[0011] Optionally, the first stabilizing structure includes a first stabilizing rod sleeved on the surface of the support rod, first threaded holes are provided at both ends of the first stabilizing rod, the internal threads of the first threaded hole are connected to a first bolt, one end of the first bolt is sleeved on a first bearing, and the side of the first bearing is fixedly connected to a first reinforcement plate.

[0012] Optionally, the second stabilizing structure includes a second stabilizing rod sleeved on the surface of the support rod, second threaded holes are opened at both ends of the second stabilizing rod, the internal threads of the second threaded hole are connected to a second bolt, one end of the second bolt is sleeved on a second bearing, and the side of the second bearing is fixedly connected to a second reinforcement plate.

[0013] Optionally, there are four support rods distributed in a rectangular array, and the surfaces of the four support rods are all sleeved with the first stabilizing structure and the second stabilizing structure.

[0014] After adopting the above technical solution, the present invention has the following beneficial effects compared with the prior art. Of course, any product implementing the present invention does not necessarily need to achieve all of the advantages described below at the same time:

[0015] 1. Through the setting of the connection structure, the plug rod fixed at the bottom end of the upper support rod is inserted into the square tube fixed at the top end of the lower support rod, so that the limit hole on the side of the plug rod is aligned with the limit hole on the side of the square tube, and the limit rod is inserted into the limit hole to complete the splicing, and then the locking strip is inserted into the jacks at both ends of the limit rod to prevent the limit rod from slipping out of the limit hole, thereby improving the assembly efficiency of the vertical bridge scaffolding and improving the installation efficiency of the overall bridge scaffolding.

[0016] 2. Through the setting of the first stabilizing structure and the second stabilizing structure, the first stabilizing rod and the second stabilizing rod are respectively sleeved on the surfaces of the four support rods, and then the first bolt is screwed to move inside the first threaded hole, driving the first reinforcement plate fixed at one end by the first bearing to move and squeeze on the surface of the support rod, and the first stabilizing rod is firmly installed; then, the second bolt is screwed to move inside the second threaded hole, driving the second reinforcement plate fixed at one end by the second bearing to move and squeeze on the surface of the support rod, and the second stabilizing rod is firmly installed, completing the lateral reinforcement of the support rod, thereby achieving the effect of improving the lateral stability of the bridge scaffolding.

[0017] The specific embodiments of the present invention will be described in further detail below with reference to the accompanying drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] The drawings described below are only some embodiments. For those skilled in the art, other drawings can be obtained based on these drawings without creative work.

[0019] In the picture:

[0020] Figure 1 It is a schematic diagram of the overall structure;

[0021] Figure 2 It is a schematic diagram of the connection structure;

[0022] Figure 3 It is a schematic diagram of the first stable structure and the second stable structure;

[0023] Figure 4 Schematic diagram of the split structure.

[0024] In the accompanying drawings, the components represented by the reference numerals are as follows:

[0025] 1. Support rod; 2. Connecting structure; 21. Square tube; 22. Insert rod; 23. Limit rod; 3. First stabilizing structure; 31. First stabilizing rod; 32. First bolt; 33. First bearing; 34. First reinforcing plate; 4. Second stabilizing structure; 41. Second stabilizing rod; 42. Second bolt; 43. Second bearing; 44. Second reinforcing plate; 5. Locking strip.

[0026] It should be noted that these drawings and textual descriptions are not intended to limit the conceptual scope of the present invention in any way, but rather to illustrate the concept of the present invention for those skilled in the art by referring to specific embodiments. DETAILED DESCRIPTION

[0027] The present invention will now be described in further detail with reference to the accompanying drawings.

[0028] See also Figure 1-4 As shown, in this embodiment, a wind-resistant scaffolding for construction is provided, including: a support rod 1, the top of the support rod 1 is fixedly connected to a connecting structure 2, the surface of the support rod 1 is sleeved with a first stabilizing structure 3, and the adjacent part of the first stabilizing structure 3 is sleeved with a second stabilizing structure 4.

[0029] One aspect of the present embodiment is to insert the locking strip 5 into the jacks at both ends of the limiting rod 23 to prevent the limiting rod 23 from sliding out of the limiting hole. It should be noted that all electrical devices involved in this application can be powered by batteries or external power supplies.

[0030] like Figure 2As shown, both ends of the limit rod 23 of this embodiment are provided with a socket, and the inside of the socket is plugged with a locking strip 5, which is made of elastic metal. The locking strip 5 is inserted into the sockets at both ends of the limit rod 23 to prevent the limit rod 23 from slipping out of the limit hole.

[0031] like Figure 2 As shown, protective frames are axially symmetrically arranged on both sides of the square tube 21 of this embodiment, which fit into the limiting rod 23 and are fixedly connected to the adjacent part of the limiting hole; the protective frames protect both ends of the limiting rod 23 to prevent it from sliding inside the limiting hole due to external impact, which affects the installation firmness.

[0032] Example 1:

[0033] In this embodiment, the connecting structure 2 includes a square tube 21 fixedly connected to the top of the support rod 1, an insert rod 22 is sleeved inside the square tube 21, and the sides of the square tube 21 and the insert rod 22 are provided with limit holes, and the limit holes are sleeved inside the limit rods 23. Both ends of the limit rod 23 are provided with insertion holes, and the insides of the insertion holes are inserted with locking strips 5, which are made of elastic metal.

[0034] Insert the insertion rod 22 fixed at the bottom end of the upper support rod 1 into the square tube 21 fixed at the top end of the lower support rod 1, so that the limiting holes on the side of the insertion rod 22 are aligned with the limiting holes on the side of the square tube 21, and insert the limiting rod 23 into the limiting holes to complete the splicing, and then insert the locking strip 5 into the insertion holes at both ends of the limiting rod 23 to prevent the limiting rod 23 from slipping out of the limiting holes, thereby improving the assembly efficiency of the vertical bridge scaffolding and improving the installation efficiency of the overall bridge scaffolding.

[0035] Example 2:

[0036] In this embodiment, the first stabilizing structure 3 includes a first stabilizing rod 31 sleeved on the surface of the support rod 1, first threaded holes are formed at both ends of the first stabilizing rod 31, a first bolt 32 is connected to the internal thread of the first threaded hole, one end of the first bolt 32 is sleeved on the first bearing 33, and the side of the first bearing 33 is fixedly connected to the first reinforcing plate 34; the second stabilizing structure 4 includes a second stabilizing rod 41 sleeved on the surface of the support rod 1, second threaded holes are formed at both ends of the second stabilizing rod 41, a second bolt 42 is connected to the internal thread of the second threaded hole, one end of the second bolt 42 is sleeved on the second bearing 43, and the side of the second bearing 43 is fixedly connected to the second reinforcing plate 44;

[0037] The first stabilizing rod 31 and the second stabilizing rod 41 are respectively sleeved on the surfaces of the four support rods 1, and then the first bolt 32 is screwed to make it move inside the first threaded hole, driving the first reinforcing plate 34 fixed at one end by the first bearing 33 to move and squeeze on the surface of the support rod 1, and the first stabilizing rod 31 is firmly installed; then, the second bolt 42 is screwed to make it move inside the second threaded hole, driving the second reinforcing plate 44 fixed at one end by the second bearing 43 to move and squeeze on the surface of the support rod 1, and the second stabilizing rod 41 is firmly installed, completing the lateral reinforcement of the support rod 1, thereby achieving the effect of improving the lateral stability of the bridge scaffolding.

[0038] The present invention is not limited to the above-described embodiments. Any structural changes made under the guidance of the present invention should be understood by anyone. Any technical solution that is the same or similar to the present invention falls within the scope of protection of the present invention. The technology, shape, and structure not described in detail in the present invention are all known technologies.

Claims

1. A wind-resistant scaffold for construction, characterized in that: include: A support rod (1), the top end of each support rod (1) is fixedly connected to a connection structure (2), a first stabilizing structure (3) is sleeved on the surface of the support rod (1), and a second stabilizing structure (4) is sleeved adjacent to the first stabilizing structure (3); The connection structure (2) comprises a square tube (21) fixedly connected to the top end of the support rod (1); an insert rod (22) is sleeved inside the square tube (21); limiting holes are provided on the sides of the square tube (21) and the insert rod (22); and a limiting rod (23) is sleeved inside the limiting hole.

2. A wind-resistant scaffold for construction according to claim 1, characterized in that: Both ends of the limiting rod (23) are provided with insertion holes, and the interior of the insertion holes is plugged with a locking strip (5), and the locking strip (5) is made of elastic metal material.

3. A wind-resistant scaffold for construction according to claim 1, characterized in that: Protection frames are provided on both sides of the square tube (21) in an axisymmetric manner. The protection frames are matched with the limiting rods (23) and are fixedly connected to adjacent portions of the limiting holes.

4. A wind-resistant scaffold for construction according to claim 1, characterized in that: The first stabilizing structure (3) includes a first stabilizing rod (31) sleeved on the surface of the support rod (1), first threaded holes are provided at both ends of the first stabilizing rod (31), a first bolt (32) is connected to the inner thread of the first threaded hole, a first bearing (33) is sleeved on one end of the first bolt (32), and a first reinforcing plate (34) is fixedly connected to the side of the first bearing (33).

5. A wind-resistant scaffold for construction according to claim 1, characterized in that: The second stabilizing structure (4) includes a second stabilizing rod (41) sleeved on the surface of the support rod (1), second threaded holes are provided at both ends of the second stabilizing rod (41), a second bolt (42) is connected to the inner thread of the second threaded hole, one end of the second bolt (42) is sleeved on the second bearing (43), and the side of the second bearing (43) is fixedly connected to the second reinforcing plate (44).

6. A wind-resistant scaffold for construction according to claim 1, characterized in that: There are four support rods (1) distributed in a rectangular array, and the surfaces of the four support rods (1) are all sleeved with a first stabilizing structure (3) and a second stabilizing structure (4).

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