Wall-attached support for attached type lifting scaffold

Abstract

The utility model relates to the technical field of building equipment, and discloses a wall-attached support for an attached lifting scaffold, which comprises a vertical bearing component, and the vertical bearing component comprises a steel truss latticed column and lacing bars; the adding part comprises a steel truss end beam; a plurality of lacing bars are welded to the left end and the right end of the steel truss latticed column, the lacing bars are arranged to be in a Z shape, and a steel truss end beam is fixedly installed at the upper end of the front of the steel truss latticed column. The problems that in the background technology, in the installation process of an existing attached type lifting scaffold, a wall-attached support is retracted inwards due to the existence of a space layer and cannot be installed and the like are solved. The wall-attached support has the following advantages that firstly, the wall-attached support designed for the air-separated layer can be accurately installed at the position of the air-separated layer, and it is guaranteed that project construction cost is effectively controlled; and secondly, the wall-attached support enables the attached type lifting scaffold to work safely at the position of an air separation layer, and the problem of operation risks is greatly solved.

Description

Technical Field

[0001] The utility model relates to the technical field of construction equipment, in particular to a wall-attached support for an attached lifting scaffold. Background Art

[0002] Scaffolding plays a vital role in construction. With the increasing number of high-rise buildings and complex structures, the demand for scaffolding is also increasing. As a temporary support structure in construction, scaffolding provides a safe working platform for construction workers. However, with the diversification of architectural designs and the increasing demand for construction safety, traditional scaffolding faces many challenges in its use. On the one hand, the increasing complexity of building shapes requires higher adaptability of scaffolding, requiring it to be erected and adjusted to accommodate various unusual facades. On the other hand, modern building projects often have special structures such as air-spaced floors, which pose difficulties in the installation and fixing of scaffolding.

[0003] However, it still has the following disadvantages in actual use:

[0004] Modern building construction projects have many floors and unique shapes. Based on usability and design requirements, there are often air gaps. During the installation of attached lifting scaffolding, there are problems such as the wall supports being unable to be installed due to the inward retraction of the air gap, which affects the project construction cost and operation safety. Utility Model Content

[0005] The purpose of the present utility model is to provide a wall-mounted support for an attached lifting scaffold, which is designed for the interlayer and can be accurately installed at the interlayer position to ensure that the project construction cost is effectively controlled; secondly, the wall-mounted support enables the attached lifting scaffold to operate safely at the interlayer, greatly reducing the problem of operational risks.

[0006] In order to solve the above technical problems, the present invention is achieved through the following technical solutions:

[0007] The utility model is a wall-attached support for an attached lifting scaffold, comprising:

[0008] Vertical load-bearing components, including steel truss lattice columns and tie bars;

[0009] Adding components, the added components including steel truss end beams;

[0010] A plurality of tie bars are welded and installed at the left and right ends of the steel truss lattice column. The tie bars are arranged in a Z shape. A steel truss end beam is fastened and installed at the upper end in front of the steel truss lattice column.

[0011] Further, it also includes building foundation components;

[0012] The building foundation components include a building floor slab, a first building beam, and a second building beam;

[0013] Adding components, the adding components also include a No. 1 embedded bolt group;

[0014] A first building beam is originally cast in front of the building floor, and a second building beam is originally cast in the rear of the building floor;

[0015] The building floor is pre-embedded with a No. 1 pre-embedded bolt group, which is fixed to the bottom of the steel truss lattice column.

[0016] Furthermore, it also includes a fastening component;

[0017] The fastening components include a first fastener, a second fastener, a first spacer, a second spacer, and a fastening bolt;

[0018] Several first pads are fastened and installed directly in front of the first building beam and the steel truss end beam, a first fastener and a second fastener are fastened and installed directly in front of the first pad, the first fastener is located directly above the second fastener, a second pad is fastened and installed directly in front of the first fastener and the second fastener, and fastening bolts are fastened and installed on the first fastener, the second fastener and the first pad.

[0019] Furthermore, the first fastener, the second fastener and the first pad in front of the first building beam are fixed to the first building beam by fastening bolts, and the first fastener, the second fastener and the first pad in front of the steel truss end beam are fixed to the steel truss lattice column by fastening bolts.

[0020] Furthermore, it also includes a fastening component;

[0021] The tie components include a first end fixing member, a second end fixing member, a third end fixing member, an oblique tension unloading rod, and a steel column oblique tension rod;

[0022] The first end fixing piece is fastened and installed directly below the building floor, the second end fixing piece is welded and installed directly behind the steel truss lattice column, and the third end fixing piece is fastened and installed directly above the building floor. A diagonal unloading rod is fixedly installed below the first end fixing piece, and a steel column diagonal rod is fixedly installed above the third end fixing piece.

[0023] Furthermore, the oblique tension unloading rod installed below the first end fixing piece is connected to the second end fixing piece, and the steel column oblique tension rod installed above the third end fixing piece is connected to the second end fixing piece.

[0024] The utility model has the following beneficial effects:

[0025] 1. The utility model is equipped with multiple important components, including vertical load-bearing components, additional components, building foundation components, fastening components and tensioning components. Through the synergistic effect of steel truss lattice columns and tie bars, strong vertical support force is provided for wall-attached supports, ensuring the stability and safety of the building structure; through the effective connection of steel truss end beams with other components, the integrity and bearing capacity of the structure are further enhanced, providing reliable support and safety for the entire building; the building foundation components provide basic support for the wall-attached supports, and at the same time, the embedded bolt group firmly fixes the bottom of the steel truss lattice columns, enhancing the overall stability of the building structure.

[0026] Second, by installing vertical load-bearing components, additional components, building foundation components, fastening components, and tie components, the steel truss lattice columns and tie bars provide strong vertical support, ensuring the stability and safety of the building structure. The steel truss end beams enhance the structural integrity and load-bearing capacity. Simultaneously, the building foundation components provide basic support for the wall-mounted supports, and the bottom of the steel truss lattice columns is secured with embedded bolts. The load is shared by connecting the diagonal unloading rods in the tie components to the second end fixtures, and the steel column diagonal tie rods to the second end fixtures enhance the stability of the steel columns. When wind blows, the diagonal unloading rods in the tie components and the steel column diagonal tie rods play an even more important role. The diagonal unloading rods effectively share the wind load and other structural loads, reducing pressure on other major load-bearing components. The steel column diagonal tie rods further enhance the stability of the steel columns under wind loads, preventing them from tilting or becoming unstable. The multi-level fastening installation method of the fastening components is then used to increase the contact area and disperse the pressure, ensuring that the connection structure is stable and reliable and preventing the structure from loosening or deformation, thereby meeting the needs of accurately installing wall-mounted supports at the position of the isolation layer, effectively controlling project construction costs, improving operational safety, and reducing operational risks. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following briefly introduces the drawings required for describing the embodiments. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.

[0028] Figure 1 This is a schematic diagram of the overall structure of the utility model;

[0029] Figure 2 This is the overall left view of the utility model;

[0030] Figure 3 It is a schematic diagram of the local structure of the utility model;

[0031] Figure 4 This is a partial exploded view of the utility model.

[0032] In the accompanying drawings, the components represented by the reference numerals are as follows:

[0033] 11. Steel truss lattice column; 12. Tie bar;

[0034] 21. Steel truss end beam;

[0035] 31. Building floor; 32. First building beam; 33. Second building beam;

[0036] 41. No. 1 embedded bolt group;

[0037] 51. First fastener; 52. Second fastener; 53. First spacer; 54. Second spacer; 55. Fastening bolt;

[0038] 61. First end fixing piece; 62. Second end fixing piece; 63. Third end fixing piece; 64. Inclined unloading rod; 65. Steel column inclined rod; DETAILED DESCRIPTION

[0039] The following will be combined with the 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.

[0040] In order to make the purpose, technical solutions and advantages of the present invention more clear, the embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.

[0041] See also Figure 1-4 As shown, the utility model is a wall-mounted support for an attached lifting scaffold, comprising:

[0042] Vertical load-bearing components, including steel truss lattice columns 11 and tie bars 12;

[0043] The steel lattice columns 11 and tie bars 12 play an important role in the vertical load-bearing structure. As the key vertical load-bearing structure, the steel lattice columns 11 provide strong vertical support through the synergistic effect of their various members and the properties of high-strength steel, ensuring the stability and safety of the building structure. Tie bars 12 serve as connecting and reinforcing structures, tightly connecting the main limbs of the steel lattice columns 11, providing overall structural stability and lateral resistance, and preventing local instability.

[0044] Adding components, including steel truss end beams 21;

[0045] As a crucial connecting and supporting structure, the steel truss end beam 21 provides additional structural stability and load-bearing capacity through effective connection with other components. Leveraging its inherent rigidity and strength, it plays a crucial role in transition and reinforcement within the building structure, ensuring that different structural components work together to provide reliable support and safety for the entire building.

[0046] A plurality of tie bars 12 are welded and installed at the left and right ends of the steel truss lattice column 11 . The tie bars 12 are arranged in a Z shape. A steel truss end beam 21 is fastened and installed at the upper end in front of the steel truss lattice column 11 .

[0047] The steel truss lattice column 11 is welded with several Z-shaped tie bars 12 at both ends to enhance its stability. The steel truss end beam 21 is fastened to the upper end of the lattice column in front to strengthen the structural integrity and load-bearing capacity, ensuring that all components can bear the load in a coordinated manner.

[0048] The building foundation components include a building floor slab 31, a first building beam 32, and a second building beam 33;

[0049] The building floor 31 bears various vertical loads in the horizontal direction and transmits them to the beams. The first building beam 32 and the second building beam 33 serve as vertical load-bearing components, supporting the building floor 31, receiving loads from the floor and above and transmitting them to the lower structure.

[0050] Additional components, including a No. 1 embedded bolt group 41;

[0051] The No. 1 embedded bolt group 41 is pre-buried in the building structure to provide a reliable fixing point for subsequent equipment installation or other structural connections, thereby enhancing the overall connectivity and stability of the building structure.

[0052] A first construction beam 32 is originally cast in front of the construction floor 31, and a second construction beam is originally cast in the rear of the construction floor 31;

[0053] A first building beam 32 is precast directly in front of the building slab 31, and a second building beam 33 is precast directly behind it. This precast method ensures a tight connection between the building beams and the slab, enhancing the integrity and stability of the building structure. During construction, the single-shot casting ensures a secure connection.

[0054] A No. 1 embedded floor bolt group is pre-embedded on the building floor 31 , and the No. 1 embedded bolt group 41 is fixed to the bottom of the steel truss lattice column 11 .

[0055] The bolt assembly securely fastens the bottom of the steel truss lattice column 11. This pre-embedded method ensures a secure connection between the two, enhancing the overall stability of the building structure. During construction, the precisely designed No. 1 pre-embedded bolt assembly 41 meets the load requirements of the steel truss lattice column 11, while also facilitating installation and improving efficiency. This connection allows the steel truss lattice column 11 to better fulfill its vertical load-bearing and support functions.

[0056] The fastening components include a first fastener 51, a second fastener 52, a first spacer 53, a second spacer 54, and a fastening bolt 55;

[0057] The first and second fasteners 51 and 52 play a key role in the fastening system. They typically utilize specialized designs and materials to securely connect various structural components, ensuring a stable connection under various operating conditions. The first and second spacers 53 and 54 play an important auxiliary role in the fastening process, increasing the contact area and distributing pressure to prevent damage to structural components caused by excessive localized pressure.

[0058] Several first pads 53 are fastened and installed directly in front of the first building beam 32 and the steel truss end beam 21. The first fastener 51 and the second fastener 52 are fastened and installed directly in front of the first pad 53. The first fastener 51 is located directly above the second fastener 52. The second pad 54 is fastened and installed directly in front of the first fastener 51 and the second fastener 52. Fastening bolts 55 are fastened and installed on the first fastener 51, the second fastener 52 and the first pad 53.

[0059] Directly in front of the first building beam 32 and the steel truss end beam 21, several first pads 53 are fastened and installed. These first pads 53 serve to increase the contact area, disperse pressure and protect components. Directly in front of the first pad 53, the first fastener 51 and the second fastener 52 are fastened and installed in sequence, wherein the first fastener 51 is located directly above the second fastener 52. Then, the second pad 54 is fastened and installed directly in front of the first fastener 51 and the second fastener 52 to further improve the fastening effect. Finally, the fastening bolts 55 are fastened and installed on the first fastener 51, the second fastener 52 and the first pad 53. As a key fastening element, the fastening bolts 55 generate axial tension by tightening, so that the various components fit tightly together, ensuring the stability and reliability of the entire connection structure. This multi-level fastening and installation method provides strong support and protection for the connection of the building structure at this part, can effectively withstand various external forces, and prevent the structure from loosening or deformation.

[0060] The first fastener 51, the second fastener 52 and the first pad 53 directly in front of the first building beam 32 are fixed to the first building beam 32 by fastening bolts 55, and the first fastener 51, the second fastener 52 and the first pad 53 directly in front of the steel truss end beam 21 are fixed to the steel truss lattice column 11 by fastening bolts 55.

[0061] The first fastener 51, second fastener 52, and first spacer 53 directly in front of the first building beam 32 are secured to the first building beam 32 via fastening bolts 55. This connection ensures a tight connection between these fastening components and the first building beam 32, providing a stable connection and support for this portion of the structure. The first fastener 51, second fastener 52, and first spacer 53 directly in front of the steel truss end beam 21 are secured to the steel truss lattice column 11 via fastening bolts 55. This securing method ensures a secure and reliable connection between the steel truss end beam 21 and the steel truss lattice column 11, effectively transferring loads and withstanding external forces.

[0062] The anchoring components include a first end fixing member 61, a second end fixing member 62, a third end fixing member 63, an oblique tension unloading rod 64, and a steel column oblique tension rod 65;

[0063] Anchor components play a crucial role in connecting and stabilizing building structures. The first, second, and third end fixtures 61, 62, and 63 provide anchor points at different locations, ensuring a secure and reliable connection between the anchor components and the rest of the structure. The diagonal unloading rods 64, through diagonal pulling, effectively share the load borne by the structure, alleviating pressure on other major load-bearing components. The steel column diagonal braces 65 are specifically designed to tie the steel columns together, enhancing their stability and preventing them from tilting or becoming unstable when subjected to external forces.

[0064] The first end fixing piece 61 is fastened and installed directly below the building floor 31, the second end fixing piece 62 is welded and installed directly behind the steel truss lattice column 11, and the third end fixing piece 63 is fastened and installed directly above the building floor 31. A diagonal unloading rod 64 is fixedly installed below the first end fixing piece 61, and a steel column diagonal rod 65 is fixedly installed above the third end fixing piece 63.

[0065] In the wall-mounted support for the attached lifting scaffold, the first end fixing member 61 is fastened and installed directly below the building floor 31, providing a firm fixing point for the diagonal unloading rod 64. The second end fixing member 62 is welded and installed directly behind the steel truss lattice column 11 to ensure a close connection with the steel truss lattice column 11, thereby improving the stability of the overall structure. The third end fixing member 63 is fastened and installed directly above the building floor 31, providing support for the steel column diagonal tie rod 65. The diagonal unloading rod 64 is fixedly installed below the first end fixing member 61, which can effectively share the load borne by the scaffolding and play an unloading role. The steel column diagonal tie rod 65 is fixedly installed above the third end fixing member 63, specifically for tensioning the steel column, enhancing the stability of the steel column, and preventing it from tilting or becoming unstable due to external forces.

[0066] The oblique unloading rod 64 installed below the first end fixing piece 61 is connected to the second end fixing piece 62 , and the steel column oblique rod 65 installed above the third end fixing piece 63 is connected to the second end fixing piece 62 .

[0067] In the wall-mounted support for an attached lifting scaffold, the diagonal unloading rod 64, mounted below the first end fixture 61, is connected to the second end fixture 62. This connection allows the diagonal unloading rod 64 to transfer a portion of the load to the steel truss lattice column 11 via the second end fixture 62, effectively sharing the external forces borne by the scaffold and exerting a load-reducing effect. Simultaneously, the steel column diagonal brace 65, mounted above the third end fixture 63, is also connected to the second end fixture 62. The steel column diagonal brace 65, through the second end fixture 62, secures the steel column, enhancing its stability and preventing it from tilting or becoming unstable.

[0068] The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. These preferred embodiments do not exhaustively describe all details, nor do they limit the present invention to specific embodiments. Obviously, numerous modifications and variations are possible based on the contents of this specification. These embodiments are selected and described in detail in this specification to better explain the principles and practical applications of the present invention, thereby enabling those skilled in the art to better understand and utilize the present invention. The present invention is limited only by the claims and their full scope and equivalents.

Claims

1. A wall-mounted support for an attached lifting scaffold, characterized in that: include: Vertical load-bearing components, including steel truss lattice columns (11) and tie bars (12); Adding components, the adding components comprising steel truss end beams (21); A plurality of tie bars (12) are welded and installed at the left and right ends of the steel truss lattice column (11), and the tie bars (12) are arranged in a Z shape. A steel truss end beam (21) is fastened and installed at the upper end in front of the steel truss lattice column (11).

2. A wall-mounted support for an attached lifting scaffold according to claim 1, characterized in that: It also includes building foundation components; The building foundation components include a building floor (31), a first building beam (32), and a second building beam (33); An additional component, the additional component further comprising a No. 1 embedded bolt group (41); A first building beam (32) is originally cast in front of the building floor (31), and a second building beam (33) is originally cast in the rear of the building floor (31); A No. 1 embedded bolt group (41) is pre-embedded on the building floor (31), and the No. 1 embedded bolt group (41) is fixed to the bottom of the steel truss lattice column (11).

3. A wall-mounted support for an attached lifting scaffold according to claim 2, characterized in that: Also included are fastening components; The fastening component includes a first fastener (51), a second fastener (52), a first cushion block (53), a second cushion block (54), and a fastening bolt (55); A plurality of first pads (53) are fastened and installed in front of the first building beam (32) and the steel truss end beam (21); a first fastener (51) and a second fastener (52) are fastened and installed in front of the first pad (53); the first fastener (51) is located directly above the second fastener (52); a second pad (54) is fastened and installed in front of the first fastener (51) and the second fastener (52); and fastening bolts (55) are fastened and installed on the first fastener (51), the second fastener (52) and the first pad (53).

4. The wall-mounted support for an attached lifting scaffold according to claim 3, characterized in that: The first fastener (51), the second fastener (52), and the first pad (53) in front of the first building beam (32) are fixed to the first building beam (32) through fastening bolts (55), and the first fastener (51), the second fastener (52), and the first pad (53) in front of the steel truss end beam (21) are fixed to the steel truss lattice column (11) through fastening bolts (55).

5. The wall-mounted support for an attached lifting scaffold according to claim 1, characterized in that: Also includes tie-tying components; The tie member comprises a first end fixing piece (61), a second end fixing piece (62), a third end fixing piece (63), an oblique tension unloading rod (64), and a steel column oblique tension rod (65); The first end fixing member (61) is fastened and installed directly below the building floor (31), the second end fixing member (62) is welded and installed directly behind the steel truss lattice column (11), and the third end fixing member (63) is fastened and installed. Directly above the building floor (31), an oblique tension unloading rod (64) is fixedly installed below the first end fixing member (61), and a steel column oblique tension rod (65) is fixedly installed above the third end fixing member (63).

6. The wall-mounted support for an attached lifting scaffold according to claim 5, characterized in that: The oblique unloading rod (64) installed below the first end fixing piece (61) is connected to the second end fixing piece (62), and the steel column oblique rod (65) installed above the third end fixing piece (63) is connected to the second end fixing piece (62).

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