CN218479627U - Steel tower column connecting component - Google Patents

Abstract

The utility model discloses a steel tower column connecting elements, including the connecting box roof beam, the upper portion and the at least department in lower part of connecting box roof beam are equipped with the lug, and two and above interval arrangement's steel tower column are connected to the connecting box roof beam, and the connecting box roof beam includes outside boxboard and interior stiffener, and outside boxboard is connected with the steel tower column, between the outside boxboard, between the steel tower column, all be connected interior stiffener between outside boxboard and the steel tower column. The utility model has the advantages that: the accurate relative position between the steel tower columns is realized, two or more steel tower columns are integrally connected, the integral stability of the steel tower columns is improved, the structure of the steel tower columns is locally reinforced, and the steel tower columns cannot deform greatly when the connecting box girder is subjected to external tension; lifting lugs are arranged on the upper and lower panels of the connecting box girder or on the upper and lower panels simultaneously as required, so that the steel tower column segments or the whole body can be hoisted and rotated; the whole structure is simple, and the construction operation is convenient.

Description

Steel tower column connecting component

Technical Field

The utility model belongs to the technical field of the construction, concretely relates to steel tower column connecting elements.

Background

The installation accuracy of the steel tower column is directly related to the construction quality, the hoisting, turning and the like of the steel tower column are mostly carried out aiming at a single component, the construction time is long, the rigidity is small, the deformation is large, the viewpoint is in the high altitude before the installation accuracy of the relative position of the steel tower column is measured, the measurement is inconvenient, and the relative position of the steel tower column is difficult to adjust.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a: the utility model provides a steel column connecting elements has solved the problem that does not have permanent connecting elements or permanent connection structure unsatisfied construction operating mode between the column.

The purpose of the utility model is realized through the following technical scheme:

the utility model provides a steel column connecting elements, includes the connecting box roof beam, and the upper portion of connecting box roof beam and at least one department in lower part are equipped with the lug, and two or more steel column of interval arrangement are connected to the connecting box roof beam, and the connecting box roof beam includes outside boxboard and interior stiffening plate, and outside boxboard is connected with the steel column, all is connected interior stiffening plate between the outside boxboard, between the steel column, between outside boxboard and the steel column.

Furthermore, the connecting box girder comprises front and back, left and right, and upper and lower outer box plates.

Furthermore, the inner stiffening plates are arranged horizontally and vertically.

Furthermore, the contact length of the outer box plate perpendicular to the longitudinal direction of the steel tower column on the connecting box girder and the steel tower column is a, and a is larger than 1/2 of the side length of the cross section of the steel tower column.

Furthermore, the lifting lugs opposite to each other in the upper and lower positions are connected with a connecting through plate between the outer box plates, and the lifting lugs on the upper portions are connected with the steel tower columns and the horizontally arranged inner stiffening plates through connecting plates.

Furthermore, the outer box plate is provided with a reinforcing plate positioned at the lifting lug.

Furthermore, the reinforcing plate is vertically arranged relative to the lifting lug, the reinforcing plate is connected between the lifting lug and the outer side of the outer box plate, and the reinforcing plate is further connected to the inner side of the outer box plate.

Further, the steel tower column comprises four sides of tower structure box plates.

Furthermore, the steel tower column is in a curved shape or a straight column shape, and the cross section of the steel tower column is circular, oval or polygonal.

Furthermore, the inside of steel tower column be equipped with horizontal baffle and horizontal reinforcing plate, all be equipped with vertical stiffening rib board between steel tower column and the horizontal baffle, between steel tower column and the horizontal reinforcing plate.

The utility model discloses the function of realization: the steel tower column connecting component is adopted to integrally connect two or more steel tower columns, so that the problem of difficulty in adjusting relative positions can be effectively solved. The installation precision of the relative position between the steel tower columns is measured on the ground, the operation is convenient, and the adjustment is convenient. After the measurement meets the requirement, the steel tower column connecting member is adopted to carry out integral connection on the steel tower column, the steel tower column structure in the connecting section is locally reinforced, the integral rigidity of the steel tower column is improved, the steel tower column section or integral hoisting and turning can be realized, the construction is fast, and the steel tower column can be effectively controlled not to generate large deformation. The positions and the number of the connecting members are determined according to the stress condition analysis of the tower column construction working condition.

The utility model has the advantages that:

1. the steel tower column is integrally connected, and the connecting section of the steel tower column is strengthened.

2. The lifting lugs are reasonably distributed, so that the stress of the connecting box girder and the steel tower column is reasonable, and the deformation is controllable.

3. The whole structure is simple, and the construction operation is convenient.

The main scheme and the further selection schemes of the utility model can be freely combined to form a plurality of schemes, which are the schemes that can be adopted and claimed by the utility model; in addition, the utility model can be freely combined between the (non-conflict selection) selections and other selections. The skilled person will understand that there are many combinations, which are the technical solutions to be protected by the present invention, and the embodiments are not exhaustive, according to the prior art and the common general knowledge.

Drawings

Fig. 1 is a structural elevation view of the present invention.

Fig. 2 is a plan view of the structure of the present invention.

Fig. 3 is a side view of the structure of the present invention.

Fig. 4 is a vertical sectional view of the structure of the present invention.

In the figure: 1-connecting box girders, 2-lifting lugs, 3-steel tower columns, 4-outer side box plates, 5-inner stiffening plates, 6-tower structure box plates, 7-connecting through plates, 8-connecting plates, 9-reinforcing plates, 10-transverse partition plates, 11-transverse reinforcing plates and 12-longitudinal stiffening rib plates.

Detailed Description

The invention will be further described with reference to the following specific embodiments and the accompanying drawings.

Referring to fig. 1 to 4, a steel tower connecting member includes a connecting box girder 1, and the connecting box girder 1 connects two or more steel towers 3 arranged at intervals. The connecting box girder 1 comprises an outer box plate 4 and an inner stiffening plate 5, and the steel tower column 3 comprises a tower structure box plate 6.

The connecting box girder 1 includes front and rear, left and right, and upper and lower outer box boards 4, forming an outer profile structure of the connecting box girder 1. And meanwhile, the outer box plate 4 is connected with the steel tower columns 3, so that the adjacent two steel tower columns 3 are connected into a whole. Similarly, the connecting box girder 1 may have other shapes such as a solid body, a ring body, and the like.

Specifically, this embodiment adopts two steel tower columns 3, and two steel tower columns 3 symmetric connection are in the both sides of connecting box beam 1 to make the upper portion of steel tower column 3 inwards incline, like this, connect box beam 1 promptly with steel tower column 3 the last side, medial surface and lateral surface upper segment contact connection.

The outer box plates 4, the steel tower columns 3 and the outer box plates 4 and the steel tower columns 3 are connected with inner stiffening plates 5, the inner stiffening plates 5 are horizontally and vertically arranged in a crossed mode, the inner stiffening plates 5 are used for improving the connection strength of all parts and reinforcing the whole structure, and the function of connecting the steel tower columns 3 and the weak stress positions of reinforcement is achieved.

Connect box girder 1 to form the wholeness to steel tower 3 and connect, strengthen steel tower 3 linkage segment, overall structure is simple, can effectively guarantee the stability and the reliability of wholeness construction.

The upper portion and the lower part of connecting box roof beam 1 all are equipped with lug 2, utilize lug 2 of upper and lower part, carry out the hoist and mount operation to connecting box roof beam 1 and steel tower 3. And reinforcing plates 9 positioned at the lifting lugs 2 are arranged on the upper and lower outer box plates 4, and the lifting lugs 2 are reinforced by the reinforcing plates 9.

The reinforcing plate 9 is vertically arranged relative to the lifting lug 2, the reinforcing plate 9 is connected between the outer sides of the lifting lug 2 and the outer side box plate 4, the reinforcing plate 9 is further connected at the inner side of the outer side box plate 4, the inner side and the outer side of the outer side box plate 4 are reinforced, and reliability is guaranteed.

The contact length of the outer box plate 4 (namely the front and rear outer box plates 4) perpendicular to the longitudinal direction of the steel tower column 3 on the connecting box beam 1 and the steel tower column 3 is a, a is larger than 1/2 of the side length of the cross section of the steel tower column 3, and the larger contact length is beneficial to stress and deformation of the steel tower column. Likewise, the connection contact length a can also be the entire length of the cross section of the steel tower 3.

The lifting lugs 2 opposite to each other in the up-down position are connected with a connecting through plate 7 between the outer box plates 4, so that the strength of the lifting lugs 2 is improved. The box girder is subjected to external force by the lifting lugs 2 on the upper side and the lower side, and the connecting through plates 7 of the lifting lugs 2 on the upper side and the lower side can balance and offset part of the external force, so that the stress of the box girder is reduced. The lifting lugs 2 on the upper portion are connected with the steel tower column 3 and the inner stiffening plates 5 which are horizontally arranged through the connecting plates 8, the strength of the lifting lugs 2 is also improved, and the steel tower column 3 and the connecting box girder 1 can be stressed uniformly and reasonably.

The steel tower column 3 comprises four tower structure box plates 6, and the steel tower column 3 is in a bent shape or a straight column shape. Likewise, the cross-section of the steel tower 3 may also be circular, oval or polygonal.

The inside of steel tower 3 is equipped with horizontal baffle 10 and horizontal reinforcing plate 11, strengthens the inside of steel tower 3. Longitudinal stiffening rib plates 12 are arranged between the steel tower column 3 and the transverse partition plate 10 and between the steel tower column 3 and the transverse reinforcing plate 11 to reinforce the steel tower column 3.

The connecting box girder 1 can be suitable for steel towers 3 with different shapes. The steel tower column within the range of the connecting section is internally provided with longitudinal and transverse reinforcing plates, so that sufficient rigidity is ensured in the construction of the steel tower column, and larger deformation cannot be caused. The connection can be made by welding.

The aforesaid the utility model discloses basic embodiment and each further alternative can the independent assortment in order to form a plurality of embodiments, is the utility model discloses can adopt and claim the embodiment of protection. In the scheme of the utility model, each selection example can be combined with any other basic examples and selection examples at will.

The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not intended to limit the present invention, and any modifications, equivalents, improvements, etc. made within the spirit and principles of the present invention should be included within the scope of the present invention.

Claims (10)

1. The utility model provides a steel column connecting elements, includes connecting box roof beam (1), its characterized in that: the upper portion and the lower portion of connecting box roof beam (1) at least one department be equipped with lug (2), two and above steel tower (3) of interval arrangement are connected to connecting box roof beam (1), connecting box roof beam (1) includes outside boxboard (4) and interior stiffening plate (5), outside boxboard (4) are connected with steel tower (3), all are connected interior stiffening plate (5) between outside boxboard (4), between steel tower (3), between outside boxboard (4) and steel tower (3).

2. The steel tower connecting member according to claim 1, wherein: the connecting box girder (1) comprises front and back, left and right, and upper and lower outer box plates (4).

3. A steel tower connection according to claim 1 or 2, wherein: the inner stiffening plates (5) are arranged horizontally and vertically.

4. The steel tower connecting member according to claim 1, wherein: the contact length of an outer box plate (4) perpendicular to the longitudinal direction of the steel tower column (3) on the connecting box beam (1) and the steel tower column (3) is a, and a is larger than 1/2 of the side length of the cross section of the steel tower column (3).

5. The steel tower connection member according to claim 1, wherein: the lifting lugs (2) which are opposite in upper and lower positions are connected with a connecting through plate (7) between the outer box plates (4), and the lifting lugs (2) on the upper parts are connected with the steel tower column (3) and the horizontally arranged inner stiffening plate (5) through a connecting plate (8).

6. A steel tower connection member according to claim 1 or 5, wherein: and a reinforcing plate (9) positioned at the lifting lug (2) is arranged on the outer box plate (4).

7. The steel tower connection member according to claim 6, wherein: the reinforcing plate (9) is vertically arranged relative to the lifting lug (2), the reinforcing plate (9) is connected between the lifting lug (2) and the outer side of the outer side box plate (4), and the reinforcing plate (9) is further connected to the inner side of the outer side box plate (4).

8. The steel tower connecting member according to claim 1, wherein: the steel tower column (3) comprises four tower structure box plates (6).

9. The steel tower connection according to claim 1 or 8, wherein: the steel tower column (3) is in a bent shape or a straight column shape, and the cross section of the steel tower column (3) is circular, oval or polygonal.

10. The steel tower connection according to claim 1 or 8, wherein: the steel tower column is characterized in that a transverse partition plate (10) and a transverse reinforcing plate (11) are arranged inside the steel tower column (3), and longitudinal reinforcing rib plates (12) are arranged between the steel tower column (3) and the transverse partition plate (10) and between the steel tower column (3) and the transverse reinforcing plate (11).

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