Assembly type anchor beam inverted sliding device

Abstract

The utility model discloses an assembly type anchor beam inverted sliding device which comprises a supporting mechanism, a sliding mechanism and an adjusting mechanism, the sliding mechanism is arranged on the supporting mechanism and used as a sliding track of an anchor beam, and the adjusting mechanism is arranged on the sliding mechanism and used for adjusting the sliding track of the anchor beam. The adjusting mechanism is used for providing supporting force and adjusting the elevation in the process that the anchor beam falls to the sliding mechanism. According to the assembly type anchor beam inversion sliding device, all the parts are simple in structure, convenient to disassemble, capable of being recycled, high in material utilization rate, capable of saving materials, capable of being flexibly assembled and used according to the actual use condition on site, good in applicability and capable of solving the problems that in the prior art, a hoisting mode is usually limited by the site, some occasions are not convenient to carry out by adopting the hoisting mode, and the hoisting efficiency is high. And in addition, a hoisting mode can damage a main body structure in the using process, and construction of other parts on the site is easily disturbed.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to an assembled anchor beam reverse sliding device. Background Art

[0002] Steel structural components are building structural parts made of high-strength steel as the main material. Due to the high strength and elastic modulus of steel, as well as the light weight and ease of transportation and installation, steel structures have a wide range of applications and advantages in the construction field.

[0003] At present, in the process of construction engineering, for the reverse installation of steel structure components, the components are usually moved to the specified position by hoisting. This method can generally meet the on-site construction requirements, but the hoisting method is often limited by the site. It is not convenient to use the hoisting method in some occasions. Moreover, the hoisting method will damage the main structure during use and easily interfere with the construction of other parts of the site. Therefore, there is an urgent need for a convenient and practical device to provide an operating platform for the reverse use of steel structure components. Utility Model Content

[0004] The utility model aims to provide an assembled anchor beam reverse sliding device to solve the problem that the existing lifting method is often limited by the site, which may cause damage to the main structure and easily interfere with the construction of other parts on site.

[0005] In order to achieve the above-mentioned purpose, the utility model provides the following technical solutions: an assembled anchor beam reverse sliding device, comprising:

[0006] Support mechanism;

[0007] a sliding mechanism, which is arranged on the supporting mechanism and is used as a track for the sliding of the anchor beam, and

[0008] The adjusting mechanism is arranged on the sliding mechanism and is used to provide supporting force and adjust the elevation when the anchor beam falls onto the sliding mechanism.

[0009] Preferably, the supporting mechanism comprises an L-shaped corbel, and a flange is provided on the L-shaped corbel.

[0010] Preferably, a plurality of stiffening plates are fixedly connected to the L-shaped corbel.

[0011] Preferably, the sliding mechanism comprises a double-piece perforated I-beam, and the double-piece perforated I-beam is bolted to the top of the L-shaped bracket.

[0012] Preferably, the adjustment mechanism includes a jack, and the jack is arranged on the top of the double-jointed perforated I-beam.

[0013] It can be seen from the above technical solution that the utility model has the following beneficial effects:

[0014] The assembled anchor beam reverse sliding device has a sliding mechanism on the supporting mechanism that serves as a track for the sliding of the anchor beam, and an adjustment mechanism on the sliding mechanism that provides a supporting force and adjusts the elevation when the anchor beam falls on the sliding mechanism. The various parts have a simple structure and are easy to disassemble and can be used in a rotating manner. The material utilization rate is high and the material is saved. The device can be flexibly assembled and used according to the actual use conditions on site, and has good applicability. It solves the problem that the hoisting method in the prior art is often limited by the site, and it is not convenient to use the hoisting method in some occasions. In addition, the hoisting method may damage the main structure during use and easily interfere with the construction of other parts on site. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 This is a front view of the overall mechanism of the utility model during use

[0016] Figure 2 This is a left view of the overall mechanism of the utility model during use;

[0017] Figure 3 It is a top view of the overall mechanism of the utility model during use.

[0018] In the figure: 1. Support mechanism; 11. L-shaped bracket; 2. Sliding mechanism; 21. Double-piece perforated I-beam; 3. Adjustment mechanism; 31. Jack; 4. Flange; 5. Stiffening plate. DETAILED DESCRIPTION

[0019] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0020] like Figure 1-Figure 3 As shown, an assembled anchor beam reverse sliding device includes a supporting mechanism 1, a sliding mechanism 2 and an adjusting mechanism 3. The sliding mechanism 2 is arranged on the supporting mechanism 1, and the adjusting mechanism 3 is arranged on the sliding mechanism 2. The sliding mechanism 2 serves as a track for the sliding of the anchor beam, and the adjusting mechanism 3 provides a supporting force and adjusts the elevation when the anchor beam falls onto the sliding mechanism 2. The various parts of the device have a simple structure and are easy to disassemble. They can be used in a turnover manner, have a high material utilization rate, save materials, can be flexibly assembled and used according to actual on-site usage conditions, and have good applicability.

[0021] like Figure 1-Figure 3As shown, the support mechanism 1 includes an L-shaped bracket 11, a flange 4 is provided on the L-shaped bracket 11, and a plurality of stiffening plates 5 are fixedly connected to the L-shaped bracket 11. The L-shaped bracket 11 is connected by the flange 4, which is convenient for disassembly. The specifications of the stiffening plates 5 can be selected according to the size and stress of the L-shaped bracket 11. The stiffening plates 5 improve the tensile strength of the connection of the L-shaped bracket 11. The sliding mechanism 2 includes a double-piece open-hole I-beam 21, which is a separate type and has a strength higher than that of an ordinary I-beam. The I-beam 21 is high and has good stability, and can provide greater supporting capacity. The double-piece perforated I-beam 21 is bolted to the top of the L-shaped bracket 11. The adjustment mechanism 3 includes a jack 31. The specification of the jack 31 can be selected according to the actual situation on site, and it has greater flexibility. The jack 31 is set on the top of the double-piece perforated I-beam 21, and the double-piece perforated I-beam 21 and the L-shaped bracket 11 are bolted and fixed with fixing bolts, which is convenient for disassembly and turnover to the bottom of the next anchor beam for reverse sliding construction.

[0022] In the specific implementation process, the L-shaped bracket 11 is welded and fixed to the self-provided crossbeam on the structure to form a support for the double-jointed perforated I-beam 21. According to the size and force requirements of the L-shaped bracket 11, a number of stiffening plates 5 are welded at a certain interval at the connection to improve the overall strength of the L-shaped bracket 11. A double-jointed I-beam is taken, holes are opened at both ends to make a double-jointed perforated I-beam 21. The double-jointed perforated I-beam 21 and the L-shaped bracket 11 are connected by bolts. A limit baffle plate needs to be set at each end of the L-shaped bracket 11 to prevent the I-beam from lateral slippage. According to the actual weight of the anchor beam, two jacks 31 are selected and placed on the double-jointed perforated I-beam 21 to anchor. Conditions are provided for the beam to fall onto the slideway. The sliding mechanism 2 is welded to the structure's own beam through two L-shaped brackets 11, and the load generated during the sliding process is transferred to the structure's own beam. The double-piece perforated I-beam 21 is used to provide a sliding slideway to transfer the load generated by the sliding to the L-shaped bracket 11. The jack 31 is used to provide the supporting force generated during the anchor beam falling onto the slideway. The stiffening plate 5 is used to strengthen the strength of the connection of the L-shaped bracket 11 to improve the overall reliability of the structure. The L-shaped bracket 11 transfers the load generated by the sliding to the structure's own beam during the sliding process. The flange 4 is used to fix the L-shaped bracket 11 and the structure's own beam to facilitate disassembly.

[0023] According to the size and spacing of the holes on the L-shaped corbel 11, a double-jointed perforated I-beam 21 with appropriate specifications is selected, and the two are bolted together and fixed by fixing bolts. The length of the double-jointed perforated I-beam 21 is determined by on-site layout, and the specifications of the double-jointed perforated I-beam 21 are determined according to actual on-site needs. Both ends of the double-jointed perforated I-beam 21 are bolted and fixed to the L-shaped corbel 11, and the L-shaped corbel 11 is bolted and fixed to the structure's own crossbeam through a flange 4. The connection part of the L-shaped corbel 11 is reinforced and welded with a stiffening plate 5, and the jack 31 is placed on the double-jointed perforated I-beam 21. The specifications of the jack 31 are determined according to on-site usage requirements. The device is put into use after passing the acceptance.

[0024] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An assembled anchor beam reverse sliding device, characterized in that: include: Support mechanism (1); A sliding mechanism (2), the sliding mechanism (2) being arranged on the supporting mechanism (1), the sliding mechanism (2) being used as a track for the sliding of the anchor beam, and An adjustment mechanism (3), the adjustment mechanism (3) being arranged on the sliding mechanism (2), and the adjustment mechanism (3) being used to provide support force and adjust elevation when the anchor beam falls onto the sliding mechanism (2); The support mechanism (1) comprises an L-shaped bracket (11), and a flange (4) is provided on the L-shaped bracket (11); The sliding mechanism (2) comprises a double-jointed perforated I-beam (21), wherein the double-jointed perforated I-beam (21) is bolted to the top of the L-shaped bracket (11); The adjustment mechanism (3) comprises a jack (31), and the jack (31) is arranged on the top of the double-jointed perforated I-beam (21).

2. The assembled anchor beam sliding device according to claim 1, characterized in that: A plurality of stiffening plates (5) are fixedly connected to the L-shaped bracket (11).

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