Super-long attachment for tower crane in house building project

Abstract

The utility model relates to a super-long attachment, belongs to the technical field of building construction, and particularly relates to a super-long attachment for a tower crane in a house building project, which comprises a tower crane standard knot, a floor slab, a lug plate I and a connecting component, and an attachment frame is fixedly mounted outside the tower crane standard knot; the connecting steel plate is fixedly mounted on one side of the bottom of the floor slab; the two sets of lattice type pull rods are arranged, one set of lattice type pull rods are arranged between the first lug plate and the floor slab, and the other set of lattice type pull rods are arranged between the first lug plate and the attachment frame; the tower crane attachment device achieves the effect of enhancing practicability and flexibility, and solves the problems that an existing attachment device cannot select tower cranes adapting to different working conditions and severe weather according to specific construction environments and requirements, tower crane attachment cannot be implemented due to insufficient design change or early-stage tower crane scheme consideration and poor arrangement position, and the tower cranes are damaged. And the tower crane cannot operate normally.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and in particular to an ultra-long attachment method for tower cranes in building construction projects. Background Technology

[0002] The selection of tower cranes for high-rise building construction involves multiple factors, including building height, lifting capacity, boom length range, safety, and environmental adaptability.

[0003] A search revealed Chinese patent CN112520602B, which discloses a novel attachment device for ultra-long truss-type tower cranes. The device includes an attachment frame and a truss-type attachment rod. The attachment frame is installed on a standard section of the tower crane. One end of the attachment rod is connected to the attachment frame, and the other end is connected to a building wall. The attachment rod comprises a front truss, a middle truss, and a rear truss connected sequentially. The front truss is closer to the building wall. The middle truss has a square cross-section. The rear truss consists of an inner adjusting plate, an outer adjusting plate, and a diagonal adjusting plate. The rear ends of the inner and outer adjusting plates are connected to two corners of the attachment frame, with the two corners located on the same side of the attachment frame. The front ends of the inner and outer adjusting plates are connected to two corners of the rear end of the middle truss. The diagonal adjusting plate is connected between the inner and outer adjusting plates along a diagonal direction. This attachment device has a simple structure, high stability, saves materials and costs, and is safe to use.

[0004] Based on the above search results combined with existing technologies, the findings were as follows:

[0005] The aforementioned searched patents cannot select tower cranes suitable for different working conditions and severe weather based on specific construction environments and requirements. Furthermore, due to design changes or insufficient consideration of the initial tower crane plan, the placement of the tower cranes is inappropriate, resulting in the inability to attach the tower cranes and the tower cranes not being able to operate normally. Therefore, they have certain limitations. Utility Model Content

[0006] To solve the above-mentioned technical problems, this utility model proposes an ultra-long attachment method for tower cranes in building construction projects, which ensures normal attachment of the tower crane, stable attachment system, and safe and reliable force transmission.

[0007] The technical solution to achieve the purpose of this utility model is: an ultra-long tower crane attachment for building construction projects, including a tower crane standard section, a floor slab and an ear plate, wherein the tower crane standard section is externally fixedly installed with an attachment frame, and also includes a connecting component;

[0008] A connecting steel plate is fixedly installed on one side of the bottom of the floor slab.

[0009] The lattice-type tie rod is provided in two sets, one set of which is provided between the ear plate and the floor slab, and the other set of which is provided between the ear plate and the attachment frame.

[0010] A connecting component, the connecting component including a second ear plate disposed on the outer side of the floor slab.

[0011] Preferably, the connecting steel plate is fitted with a lattice cantilever by bolt threads, and multiple high-strength bolts are installed on the upper threads of the ear plate. The lattice cantilever is connected to the bottom threads of the ear plate by the high-strength bolts. One end of each set of lattice tie rods is connected to the ear plate by the high-strength bolts.

[0012] Preferably, the ear plate 2 is threaded with multiple high-strength bolts 1, a pad is provided on one side of the floor slab, the high-strength bolts 1 penetrate the floor slab and are connected to the pad, and the ear plate 2 is connected to one end of one set of lattice tie rods through the high-strength bolts 1.

[0013] Preferably, one end of another set of lattice-type tie rods is threaded with a high-strength bolt three, one side of the attachment frame is connected to another set of lattice-type tie rods by the high-strength bolt three, and multiple high-strength bolts four are threaded between the attachment frames.

[0014] Compared with existing technologies, the significant advantages of this invention are:

[0015] Firstly, this utility model enables effective modification of the tower crane design, enhancing its practicality and flexibility. It allows for staggered building ascents, ensuring the tower crane can be properly attached, thus guaranteeing construction quality while fulfilling predetermined requirements.

[0016] Secondly, the attachment system of this utility model is stable, and the tie rods and cantilever improve the strength and stability of the beam structure, making force transmission safer and more reliable.

[0017] This solves the problem that existing attachment devices cannot select tower cranes that are suitable for different working conditions and severe weather according to specific construction environments and requirements, and that tower crane attachment cannot be implemented and tower cranes cannot operate normally due to design changes or insufficient consideration of the initial tower crane plan and improper placement. Attached Figure Description

[0018] The present invention will be further explained below with reference to the accompanying drawings and embodiments:

[0019] Figure 1 This is a schematic diagram of the overall first-view structure provided by this utility model;

[0020] Figure 2 This is a top view of the structure provided by this utility model;

[0021] Figure 3 This is a side view structural diagram provided by this utility model;

[0022] Figure 4 This is a schematic diagram of the ear plate and the lattice-type tie rod structure provided by this utility model;

[0023] Figure 5 This is a schematic diagram of the attachment frame and lattice-type tie rod structure provided by this utility model;

[0024] Figure 6 This is a schematic diagram of the connection component structure provided by this utility model.

[0025] Explanation of reference numerals in the attached figures:

[0026] 1. Tower crane standard section; 2. Floor slab; 3. Lattice cantilever; 4. Ear plate one; 5. Connecting steel plate; 6. Attachment frame; 7. Connecting assembly; 8. Ear plate two; 9. High-strength bolt one; 10. Pad plate; 11. High-strength bolt two; 12. High-strength bolt three; 13. High-strength bolt four; 14. Lattice tie rod. Detailed Implementation

[0027] The present invention will now be described in detail, and the technical solutions in the embodiments of the present invention will be clearly and completely described. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of the present invention.

[0028] This utility model provides an improved method for ultra-long attachment of tower cranes in building construction projects. The technical solution of this utility model is as follows:

[0029] like Figures 1-6 As shown, an ultra-long tower crane attachment for a building construction project includes a tower crane standard section 1, a floor slab 2, and an ear plate 4. An attachment frame 6 is fixedly installed on the outside of the tower crane standard section 1, which is conducive to the normal operation of the tower crane and the stability of the attachment system. It also includes a connecting component 7.

[0030] Connecting steel plate 5 is fixedly installed on one side of the bottom of floor slab 2;

[0031] The lattice tie rod 14 is provided in two sets. One set of lattice tie rod 14 is provided between ear plate 1 4 and floor slab 2, and the other set of lattice tie rod 14 is provided between ear plate 1 4 and attachment frame 6, so as to meet the strength and stability required for construction and ensure construction quality.

[0032] The connecting component 7 includes an ear plate 8 disposed on the outside of the floor slab 2, which plays a good auxiliary role in the installation of the lattice tie rod 14.

[0033] Furthermore, the connecting steel plate 5 is fitted with a lattice cantilever 3 by bolt threads, and multiple high-strength bolts 11 are installed on the upper threads of the ear plate 4. The lattice cantilever 3 is connected to the bottom threads of the ear plate 4 by the high-strength bolts 11. One end of each set of lattice tie rods 14 is connected to the ear plate 4 by the high-strength bolts 11, which improves the tightness of the connection, ensures the normal operation of the tower crane, and helps to speed up the construction speed and process.

[0034] As a further embodiment of this utility model, a plurality of high-strength bolts 9 are threaded on the ear plate 2, and a pad 10 is provided on one side of the floor slab 2. The high-strength bolts 9 penetrate the floor slab 2 and are connected to the pad 10. The ear plate 2 is connected to one end of one set of lattice tie rods 14 through the high-strength bolts 9. The stability and firmness of the connection between the tie rod and the floor slab 2 are improved by the high-strength bolts.

[0035] Furthermore, one end of another set of lattice-type tie rods 14 is threaded with a high-strength bolt 3 12. One side of the attachment frame 6 is connected to another set of lattice-type tie rods 14 through the high-strength bolt 3 12. Multiple high-strength bolts 4 13 are threaded between the attachment frames 6. The tie rods and bolts make the overall structure more stable in force transmission, extend the service life of the device, and enhance its practicality.

[0036] The specific working method is as follows: First, the longest tie rod in this structure is 13.4m long, and the horizontal cantilever length is 5m. Both the cantilever and the tie rod adopt a lattice structure composed of four angle steel branches. One end of the cantilever and one set of tie rods are connected to ear plate 4. Then, the other end of the cantilever is connected to floor slab 2. The other ends of the two sets of tie rods are connected to floor slab 2 and attachment frame 6 respectively, so that the tower crane can maintain stable operation and complete construction under adverse weather conditions. In addition, ear plate 8 is connected to the beam of floor slab 2 with high-strength bolts. A whole piece of steel pad 10 is used behind to increase the stress area and improve the connection reliability.

[0037] The technical means disclosed in this utility model are not limited to those described above, but also include technical solutions composed of equivalent substitutions of the above technical features. Matters not covered in this utility model are common knowledge to those skilled in the art.

Claims

1. A tower crane with an extra-long attachment for a building construction project, comprising a standard tower crane section (1), a floor slab (2), and an ear plate (4), characterized in that: The tower crane standard section (1) is externally fixedly installed with an attachment frame (6), and also includes; A connecting steel plate (5) is fixedly installed on one side of the bottom of the floor slab (2); A lattice-type tie rod (14) is provided in two sets, one set of which is provided between the ear plate (4) and the floor slab (2), and the other set of which is provided between the ear plate (4) and the attachment frame (6). The connecting component (7) includes an ear plate (8) disposed on the outside of the floor slab (2).

2. The method for ultra-long tower crane attachment in building construction projects according to claim 1, characterized in that: The connecting steel plate (5) is fitted with a lattice cantilever (3) by bolt threads. Multiple high-strength bolts (11) are installed on the upper threads of the ear plate (4). The lattice cantilever (3) is connected to the bottom thread of the ear plate (4) by the high-strength bolts (11). One end of each set of lattice tie rods (14) is connected to the ear plate (4) by the high-strength bolts (11).

3. The method for ultra-long tower crane attachment in building construction projects according to claim 1, characterized in that: Multiple high-strength bolts (9) are threaded onto the ear plate 2 (8). A pad (10) is provided on one side of the floor slab (2). The high-strength bolts (9) penetrate the floor slab (2) and are connected to the pad (10). The ear plate 2 (8) is connected to one end of one set of lattice tie rods (14) through the high-strength bolts (9).

4. The method for ultra-long tower crane attachment in building construction projects according to claim 1, characterized in that: One end of the other set of lattice-type tie rods (14) is threaded with a high-strength bolt three (12), and one side of the attachment frame (6) is connected to the other set of lattice-type tie rods (14) by the high-strength bolt three (12). Multiple high-strength bolt four (13) are threaded between the attachment frames (6).

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