I-shaped hanging beam suitable for tower

Abstract

The utility model relates to the field of I-shaped hanging beams and towers, in particular to an I-shaped hanging beam suitable for a tower. The technical problem is that an existing hanging beam structure is used; in the prior art, channel steel or I-shaped steel is generally directly adopted, a hole is formed close to the lower bending position, and a supporting groove is hoisted through an adjusting bolt, but a series of problems are found in the long-term actual installation and application process: firstly, the lower bending position of a common hoisting beam is very easy to deform, and the levelness is influenced after the supporting groove is installed; and secondly, in order to meet the strength of the hanging beam, the height size of the hanging beam is usually designed to be very high, and the design space of internal parts of the tower is influenced. According to the technical scheme, the I-shaped lifting beam suitable for the tower comprises a tower body, first-stage I-shaped lifting beam channel steel, second-stage I-shaped lifting beam channel steel, an upper cover plate, a lower cover plate, second-stage I-shaped lifting beam channel steel, a tower body, a connecting assembly, a lifting piece and a tower wall connecting plate, the first-stage I-shaped lifting beam channel steel and the second-stage I-shaped lifting beam channel steel are combined, and a vertical face supporting mode is adopted; and the bearing strength is high.

Description

Technical Field

[0001] The utility model relates to the field of I-shaped hanging beams and towers, in particular to an I-shaped hanging beam suitable for towers. Background Art

[0002] The new I-beam is used to replace the ordinary beam on the original tower wall. It is made of bent steel plates, and two channel steels are clamped by the upper and lower cover plates. There are connecting pads at both ends, which can be welded or flexibly connected and combined, and finally used to replace the ordinary beam. The existing beam structure is usually directly made of channel steel or I-beam during use, and holes are opened at the lower bend to lift the support groove through adjusting bolts. However, a series of problems were found during long-term actual installation and application: First, the lower bend of the ordinary beam is very easy to deform, which affects the horizontality after the support groove is installed; second, in order to meet the strength of the beam, the height of the beam is usually designed to be very high, which affects the design space of the tower internals. Therefore, we proposed an I-beam suitable for the tower to solve the above problems. Utility Model Content

[0003] In order to overcome the existing suspension beam structure, in the process of use, channel steel or I-beam is usually used directly, and holes are opened at the lower bend to lift the support groove through adjusting bolts. However, a series of problems are found in the long-term actual installation and application: First, the lower bend of the ordinary suspension beam is very easy to deform, which affects the horizontality after the support groove is installed; second, in order to meet the strength of the suspension beam, the height of the suspension beam is usually designed to be very high, which affects the design space of the tower internals. Therefore, we propose an I-beam suspension beam suitable for towers to solve the above problems.

[0004] The technical scheme of the utility model is: an I-beam hanging beam suitable for a tower, comprising a tower body, a first-level I-beam hanging beam channel steel, a second-level I-beam hanging beam channel steel, an upper cover plate, a lower cover plate, a second-level I-beam hanging beam channel steel, a tower body, a connecting assembly, a hanging piece and a tower wall connecting plate; an upper cover plate is arranged inside the tower body, a first-level I-beam hanging beam channel steel and a second-level I-beam hanging beam channel steel are symmetrically arranged below the upper cover plate, a vertical hollow groove is opened between the first-level I-beam hanging beam channel steel and the second-level I-beam hanging beam channel steel, both ends of the vertical hollow groove are provided with connecting pads at both ends for connecting the first-level I-beam hanging beam channel steel and the second-level I-beam hanging beam channel steel, tower wall connecting plates are arranged on the outer sides of both ends of the first-level I-beam hanging beam channel steel and the second-level I-beam hanging beam channel steel, a lower cover plate is arranged below the first-level I-beam hanging beam channel steel and the second-level I-beam hanging beam channel steel, a hanging piece for hanging is arranged below the lower cover plate, and a connecting assembly is arranged between the hanging piece and the first-level I-beam hanging beam channel steel and the second-level I-beam hanging beam channel steel.

[0005] Preferably, compared with the previous method of using steel itself to support the equipment in the tower, the utility model adopts a method of opening fixed square holes in the side walls of the first-level I-beam channel steel and the second-level I-beam channel steel, and the hanging parts and the first-level I-beam channel steel and the second-level I-beam channel steel are connected together by the connecting components in the hollow groove of the facade. Through the facade support method, it has the advantages of high bearing strength and not easy to deform.

[0006] Preferably, the side wall of the first-level I-beam channel steel is linearly provided with a plurality of fixed square holes, and both ends of the first-level I-beam channel steel are symmetrically provided with a plurality of first-level strip holes, and the second-level I-beam channel steel is arranged in the same manner as the first-level I-beam channel steel. By combining the first-level I-beam channel steel with the second-level I-beam channel steel, the lifting parts can be supported and fixed by the vertical hollow groove between the first-level I-beam channel steel and the second-level I-beam channel steel, which plays a role of vertical support, and has the effect of high bearing strength and not easy to deform.

[0007] Preferably, a plurality of mounting holes are linearly opened on the surface of the upper cover plate, and the plurality of mounting holes penetrate the upper cover plate and the lower cover plate. By combining the upper cover plate, the lower cover plate and the plurality of mounting holes, a fixing screw assembly connected to the hanging parts can pass through the mounting holes, so that the external hexagonal bolts extend into the vertical support groove for connection and fixation. At the same time, the upper cover plate and the lower cover plate can prevent dust from accumulating in the vertical support groove.

[0008] Preferably, two groups of secondary strip holes are symmetrically opened on the surfaces of the connecting pads at both ends. By combining the two groups of secondary strip holes, the staff can drive bolts into the primary strip holes and the secondary strip holes, so that the two ends of the primary I-beam hanger beam channel steel and the secondary I-beam hanger beam channel steel can be fixedly connected together.

[0009] Preferably, a support groove is provided at the upper end of the lifting member, and the support groove is combined with the lifting member so that the equipment inside the tower can be lifted and installed through the support groove.

[0010] Preferably, the connecting assembly includes a primary C-type connecting pad and a secondary C-type connecting pad, the secondary C-type connecting pad is located below the primary C-type connecting pad, a clamping groove is provided below the primary C-type connecting pad, an adjustment hole is provided at the top center of the clamping groove, the primary C-type connecting pad is located inside the fixed square hole, the clamping groove and the bottom of the fixed square hole are engaged with each other, the two sides of the secondary C-type connecting pad are fixedly connected to the inner walls of the two sides of the support groove, the upper end of the secondary C-type connecting pad is provided with an external hexagonal bolt, the upper end of the external hexagonal bolt passes through the mounting hole and the adjustment hole in turn, and the primary C-type connecting pad is combined with the secondary C-type connecting pad, so that the staff can clamp the edge of the fixed square hole through the clamping groove of the primary C-type connecting pad to play the role of vertical support and fixation, and the lifting parts are connected through the secondary C-type connecting pad, and the external hexagonal bolt and the nut gasket are matched to make the primary C-type connecting pad, the secondary C-type connecting pad and the external hexagonal bolt be connected as a whole.

[0011] Preferably, two groups of connecting holes are symmetrically provided on the surface of the tower wall connecting plate, and the connecting holes, the first-level strip holes and the second-level strip holes are concentrically matched. By combining the connecting holes, the first-level strip holes and the second-level strip holes, the staff can drive fixing bolts into the connecting holes, the first-level strip holes and the second-level strip holes to fix the tower wall connecting plate to both ends of the first-level I-beam channel steel and the second-level I-beam channel steel, and fix the other end of the tower wall connecting plate to the inner wall of the tower body, so that the I-beam can be erected between the inner walls of the tower body.

[0012] Beneficial effects of the utility model:

[0013] 1. Compared with the previous method of using steel itself to support the equipment in the tower, the utility model adopts a method of opening fixed square holes in the side walls of the first-level I-beam channel steel and the second-level I-beam channel steel. The connecting components in the hollow groove of the facade connect the hanging parts and the first-level I-beam channel steel and the second-level I-beam channel steel together. Through the facade support method, it has the advantages of high bearing strength and not easy to deform.

[0014] 2. By combining the first-level I-beam channel steel with the second-level I-beam channel steel, the I-beam of the utility model only needs 1 / 3 to 1 / 2 of the height of the conventional beam to meet the design requirements. It has the advantages of high structural strength and small space occupation, which solves the existing beam structure. During use, channel steel or I-beam is usually used directly, and the support groove is lifted by adjusting bolts through holes in the lower bend. However, a series of problems are found in the long-term actual installation and application: First, the lower bend of the ordinary beam is very easy to deform, which affects the horizontality after the support groove is installed; second, in order to meet the strength of the beam, the height of the beam is usually designed to be very high, which affects the design space of the tower internals. Therefore, we propose an I-beam suitable for the tower to solve the above problems. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is an exploded schematic diagram of the overall structure of the utility model;

[0016] Figure 2 It is an overall schematic diagram of the hanging beam structure of the utility model;

[0017] Figure 3 It is a partial schematic diagram of the suspension beam structure of the utility model;

[0018] Figure 4 It is a schematic diagram of the connection between the hanging beam, the tower body and the hanging parts of the utility model;

[0019] Figure 5 It is a partial schematic diagram of the connection between the hanging beam, tower body and hanging parts of the utility model.

[0020] Explanation of the reference numerals: 1. First-level I-beam channel steel; 101. Fixed square hole; 102. Vertical hollow groove; 103. First-level strip hole; 2. Upper cover plate; 201. Mounting hole; 3. Connecting pads at both ends; 301. Second-level strip hole; 4. Lower cover plate; 5. Second-level I-beam channel steel; 6. Tower body; 7. Connecting assembly; 701. First-level C-type connecting pad; 702. Second-level C-type connecting pad; 703. External hexagonal bolt; 704. Clamping groove; 8. Lifting piece; 801. Support groove; 9. Tower wall connecting plate; 901. Connecting hole. DETAILED DESCRIPTION

[0021] The utility model is further described below in conjunction with the accompanying drawings and embodiments.

[0022] See also Figure 1-2 The utility model provides an embodiment: an I-shaped hanging beam suitable for a tower, comprising a tower body 6, a first-level I-shaped hanging beam channel steel 1, a second-level I-shaped hanging beam channel steel 5, an upper cover plate 2, a lower cover plate 4, a second-level I-shaped hanging beam channel steel 5, a tower body 6, a connecting assembly 7, a hanging piece 8 and a tower wall connecting plate 9; an upper cover plate 2 is arranged inside the tower body 6, a first-level I-shaped hanging beam channel steel 1 and a second-level I-shaped hanging beam channel steel 5 are symmetrically arranged below the upper cover plate 2, and a vertical center is opened between the first-level I-shaped hanging beam channel steel 1 and the second-level I-shaped hanging beam channel steel 5 The hollow groove 102, both ends of the vertical hollow groove 102 are provided with connecting pads 3 for connecting the first-level I-beam channel steel 1 and the second-level I-beam channel steel 5, the outer sides of both ends of the first-level I-beam channel steel 1 and the second-level I-beam channel steel 5 are provided with tower wall connecting plates 9, the lower part of the first-level I-beam channel steel 1 and the second-level I-beam channel steel 5 is provided with a lower cover plate 4, the lower part of the lower cover plate 4 is provided with a lifting part 8 for lifting, and a connecting component 7 is provided between the lifting part 8 and the first-level I-beam channel steel 1 and the second-level I-beam channel steel 5.

[0023] See also Figure 1-3 In this embodiment, the side wall of the first-level I-beam channel steel 1 is linearly provided with a plurality of fixed square holes 101, and the two ends of the first-level I-beam channel steel 1 are symmetrically provided with a plurality of first-level strip holes 103. The second-level I-beam channel steel 5 is arranged in the same manner as the first-level I-beam channel steel 1. By combining the first-level I-beam channel steel 1 with the second-level I-beam channel steel 5, the hoisting member 8 can be supported and fixed through the vertical hollow groove 102 between the first-level I-beam channel steel 1 and the second-level I-beam channel steel 5, which plays a role in supporting the vertical surface. The support method makes it have high bearing strength and is not easy to deform. The surface of the upper cover plate 2 is linearly opened with multiple groups of mounting holes 201, and the multiple groups of mounting holes 201 penetrate the upper cover plate 2 and the lower cover plate 4. Through the combination of the upper cover plate 2, the lower cover plate 4 and the multiple groups of mounting holes 201, the fixing screw assembly connected to the hanging piece 8 can pass through the mounting hole 201, so that the hexagonal bolt 703 extends into the vertical support groove for connection and fixation. At the same time, the upper cover plate 2 and the lower cover plate 4 can prevent dust from accumulating in the vertical support groove.

[0024] See also Figure 1-4 In this embodiment, two groups of secondary strip holes 301 are symmetrically opened on the surfaces of the connecting pads 3 at both ends. By combining the two groups of secondary strip holes 301, the staff can drive bolts into the primary strip holes 103 and the secondary strip holes 301, so that the two ends of the primary I-beam hanger beam channel steel 1 and the secondary I-beam hanger beam channel steel 5 can be fixedly connected together. A support groove 801 is opened at the upper end of the lifting component 8. By combining the support groove 801 with the lifting component 8, the equipment inside the tower can be lifted and installed through the support groove 801.

[0025] See also Figure 1-5In this embodiment, the connecting component 7 includes a primary C-type connecting pad 701 and a secondary C-type connecting pad 702. The secondary C-type connecting pad 702 is located below the primary C-type connecting pad 701. A clamping groove 704 is provided below the primary C-type connecting pad 701. An adjustment hole is provided at the top center of the clamping groove 704. The primary C-type connecting pad 701 is located inside the fixed square hole 101. The clamping groove 704 and the bottom of the fixed square hole 101 are mutually engaged. Both sides of the secondary C-type connecting pad 702 are fixedly connected to the inner walls of both sides of the support groove 801. An external hexagonal bolt 703 is provided at the upper end of the secondary C-type connecting pad 702. The upper end of the external hexagonal bolt 703 passes through the mounting hole 201 and the adjustment hole in sequence. The primary C-type connecting pad 701 is combined with the secondary C-type connecting pad 702, so that the staff can clamp the fixed square hole 101 through the clamping groove 704 of the primary C-type connecting pad 701. The edge is used to support and fix the vertical surface. The lifting part 8 is connected by the secondary C-type connecting pad 702, and the hexagonal bolt 703 is matched with the nut gasket to make the primary C-type connecting pad 701, the secondary C-type connecting pad 702 and the hexagonal bolt 703 connected as a whole. The surface of the tower wall connecting plate 9 is symmetrically provided with two groups of connecting holes 901. The connecting holes 901, the primary strip holes 103 and the secondary strip holes 301 are matched and concentrically arranged. Through the combination of the connecting holes 901, the primary strip holes 103 and the secondary strip holes 301, the staff can drive the connecting holes 901, the primary strip holes 103 and the secondary strip holes 301 into fixing bolts, so that the tower wall connecting plate 9 is fixed to the two ends of the primary I-beam channel steel 1 and the secondary I-beam channel steel 5, and the other end of the tower wall connecting plate 9 is fixedly connected to the inner wall of the tower body 6, so that the I-beam can be erected between the inner walls of the tower body 6.

[0026] In the specific implementation, the new I-shaped suspension beam is stamped and formed by the steel plate with the same material as the support groove 801, and can be welded together or flexibly connected together.

[0027] By opening a fixing square hole 101 on two channel steels, an M10 hexagonal bolt 703 is installed in the vertical hollow groove 102 formed by the combination, and 6 M10 nuts and 2 No. 10 washers are used to make the clamping groove 704 of the primary C-type connecting pad 701 clamp on the edge of the fixing square hole 101, which plays the role of vertical support and fixation, and the lifting part 8 is connected through the secondary C-type connecting pad 702.

[0028] The thickness of the connecting pads 3 at both ends determines the middle gap between the first-level I-beam channel steel 1 and the second-level I-beam channel steel 5, which plays a role in positioning and enhancing the strength of the I-beams at both ends.

[0029] According to the above steps, the staff can clamp the edge of the fixed square hole 101 through the clamping groove 704 of the primary C-type connecting pad 701 to play the role of vertical support and fixation, and connect the lifting component 8 through the secondary C-type connecting pad 702, and cooperate with the hexagonal bolt 703 and the nut gasket to make the primary C-type connecting pad 701, the secondary C-type connecting pad 702 and the hexagonal bolt 703 connected into a whole, so that the lifting component 8 can play a strong supporting role when lifting equipment.

[0030] The embodiments of the present invention are described in detail above in conjunction with the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made within the knowledge scope of those skilled in the art without departing from the purpose of the present invention.

Claims

1. An I-shaped suspension beam suitable for a tower, comprising a tower body (6); characterized in that: The tower body (6) further comprises a first-level I-beam channel steel (1), a second-level I-beam channel steel (5), an upper cover plate (2), a lower cover plate (4), a second-level I-beam channel steel (5), a tower body (6), a connecting assembly (7), a hanging component (8) and a tower wall connecting plate (9); an upper cover plate (2) is arranged inside the tower body (6), a first-level I-beam channel steel (1) and a second-level I-beam channel steel (5) are symmetrically arranged below the upper cover plate (2), a vertical hollow groove (102) is provided between the first-level I-beam channel steel (1) and the second-level I-beam channel steel (5), and the vertical hollow groove (102) is provided between the first-level I-beam channel steel (1) and the second-level I-beam channel steel (5). 2) are provided with connecting pads (3) at both ends for connecting the first-stage I-beam channel steel (1) and the second-stage I-beam channel steel (5), tower wall connecting plates (9) are provided on the outer sides of both ends of the first-stage I-beam channel steel (1) and the second-stage I-beam channel steel (5), a lower cover plate (4) is provided below the first-stage I-beam channel steel (1) and the second-stage I-beam channel steel (5), a lifting member (8) for lifting is provided below the lower cover plate (4), and a connecting component (7) is provided between the lifting member (8) and the first-stage I-beam channel steel (1) and the second-stage I-beam channel steel (5).

2. The I-shaped suspension beam suitable for a tower according to claim 1, characterized in that: The side wall of the first-level I-beam channel steel (1) is linearly provided with a plurality of fixed square holes (101), and the two ends of the first-level I-beam channel steel (1) are symmetrically provided with a plurality of first-level strip holes (103), and the second-level I-beam channel steel (5) is arranged in the same manner as the first-level I-beam channel steel (1).

3. The I-shaped suspension beam suitable for a tower according to claim 1, characterized in that: A plurality of groups of mounting holes (201) are linearly formed on the surface of the upper cover plate (2), and the plurality of groups of mounting holes (201) penetrate the upper cover plate (2) and the lower cover plate (4).

4. The I-shaped suspension beam suitable for a tower according to claim 1, characterized in that: Two groups of secondary strip-shaped holes (301) are symmetrically provided on the surfaces of the connecting pads (3) at both ends.

5. The I-shaped suspension beam suitable for a tower according to claim 2, characterized in that: A support groove (801) is provided at the upper end of the hanging member (8).

6. The I-shaped suspension beam suitable for a tower according to claim 5, characterized in that: The connection assembly (7) comprises a primary C-shaped connection pad (701) and a secondary C-shaped connection pad (702), wherein the secondary C-shaped connection pad (702) is located below the primary C-shaped connection pad (701), a clamping groove (704) is provided below the primary C-shaped connection pad (701), an adjustment hole is provided at the top center of the clamping groove (704), the primary C-shaped connection pad (701) is located inside the fixed square hole (101), the clamping groove (704) and the bottom of the fixed square hole (101) are mutually engaged, the two sides of the secondary C-shaped connection pad (702) are fixedly connected to the inner walls of the two sides of the support groove (801), and an external hexagonal bolt (703) is provided at the upper end of the secondary C-shaped connection pad (702), and the upper end of the external hexagonal bolt (703) passes through the mounting hole (201) and the adjustment hole in sequence.

7. The I-shaped suspension beam suitable for a tower according to claim 4, characterized in that: Two groups of connection holes (901) are symmetrically provided on the surface of the tower wall connection plate (9), and the connection holes (901), the primary strip holes (103) and the secondary strip holes (301) are matched and concentrically arranged.

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