Special section bar and tower thereof
Technical field
The utility model relates to a kind of special section bar and is tower or the iron tower that principal post constituted by this special section bar.Be mainly used in communication, the power system.
Background technology
In existing communication or the power system, the iron tower used as electric power system adopts mainly that traditional to pass through an angle of 90 degrees steel that hot rolling forms be principal post, utilizes cross bar, brace again or/and auxiliary rod etc. are formed by connecting by frame modes such as welding or bolt connections.This tower is owing to adopt an angle of 90 degrees steel as principal post, and its pyramidal structure that assembles (plane structure) is square or rectangle, and its form of structure is single and have following defective: 1, structure is complicated; As the tower of square or rectangular configuration, its principal post (pillar or column) quantitatively is necessary for four or more, is attached thereto cross bar, brace or the auxiliary rod etc. that connect and quantitatively also should correspondingly increases, and the erection work amount is big, installation time is long; Its materials are also many simultaneously, and cost is higher.2, as the pyramidal structure of square or rectangle, its floor space is more, is subjected to the restriction of landform easily.
In addition, in present communication and power domain, also has the iron tower of triangular structure form.The principal post of this iron tower is not outer to be following two kinds of structures: cancelled structure; Or directly adopt seamless steel pipe.There are defectives such as above-mentioned member is many, workload is big equally for cancelled structure.And adopt the iron tower of seamless steel pipe for its principal post, also have poor, the single basic steel using amount of manufacturability big, be difficult for defectives such as transportation and installation.
Summary of the invention
The purpose of this utility model is that to solve in the existing iron tower technical problem such as existing above-mentioned defective and a kind of special section bar is provided be angle section, and the tower or the iron tower that utilize this special section bar to constitute.
Special section bar of the present utility model is formed by the light-gauge steel section clod wash, has two sakes, and constitutes horn shape by this two sake, and this two sake is symmetrical.
Two above-mentioned sakes constitute by 2 planar sections that clod wash forms, and first planar section 11 wherein constitutes an angle of 90 degrees mutually, and the extended line of its second planar section 12 constitutes 60 degree angles.
Iron tower of the present utility model includes three principal posts, a plurality of cross bar, and cross bar links to each other with principal post; Principal post is above-mentioned special section bar; Described three principal posts are in the place, three bights of similar equilateral triangle.
Angle section of the present utility model is formed by clod washes such as thin plates, it is that section configuration by changing thin plate is to reach the purpose that improves bearing capacity and economical with materials, compare characteristics such as have that the section distribution of material is reasonable, the radius of gyration is big, bending resistance and torsional property are good with the rolling section bar of tradition.This tower can directly adopt securing member to be linked and packed owing to adopt special cold-forming shapes, and good manufacturability has improved its anti-bending strength and stability thereof effectively.Dan Jiyong material amount is compared with square or rectangle tower can reduce by 20%, and it is little to be easy to transportation and installation and floor space, can reduce total production cost widely.
The drawing explanation
Fig. 1 is that the master of a kind of angle section of proposing of the utility model looks schematic diagram;
Fig. 2 is the A-A sectional structure schematic diagram of Fig. 1;
Fig. 3 is the schematic diagram of tower of the present utility model;
Fig. 4 is the A-A cross-sectional view of Fig. 3;
Fig. 5 is the local enlarged diagram in B place of Fig. 3.
Mark is as follows among the figure:
1, special section bar, 11, first planar section, 12, second planar section;
2, tower, 21, principal post, 22, cross bar, 23, brace, 24, mounting platform, 25, lightning rod, 26, the tower boots, 27, junction plate, 28, web member.
The specific embodiment
Referring to Fig. 1 and Fig. 2, special section bar 1 of the present utility model is formed by the light-gauge steel section clod wash, has two sakes, and constitutes horn shape by this two sake, and this two sake is symmetrical; This two sake constitutes by 2 planar sections that clod wash forms, and first planar section 11 wherein constitutes an angle of 90 degrees mutually, and the extended line of its second planar section 12 constitutes 60 degree angles.
The diverse location place of above-mentioned special section bar has pilot hole.Be convenient to assemble the formation tower with cross bar etc.
Above-mentioned special section bar can process in the following ways: 90 traditional hot rolling equal leg angles by roll extrusion or pressure processing, are formed the special cold-rolled forming section of 60 degree.Concrete technology is as follows: feeding-punching-customized cut-off-storing-rolling and processing-alignment-discharging.
Referring to Fig. 3, Fig. 4 and Fig. 5, the tower shown in the figure includes three principal posts 21, a plurality of cross bar 22, and cross bar 22 links to each other with principal post 21; Described principal post 21 is above-mentioned special section bar 1; Described three principal posts 21 are in the place, three bights of similar equilateral triangle.
Referring to Fig. 4 and Fig. 5, cross bar 22 two ends are continuous with corresponding principal post 21 employing bolts by junction plate 27 respectively, also can directly be connected on the principal post; Referring to Fig. 3, be connected with cross bar at a certain distance on principal post again, concrete condition is decided according to size, the height of tower; The cross bar 22 at sustained height place connects into a similar equilateral triangle (referring to Fig. 4) by three principal posts 21.
Referring to Fig. 3 and Fig. 5, (be in same plane place) is provided with and intersects brace 23 between the cross bar on the described short transverse, this brace 23 can by junction plate 27 or directly be connected cross bar or and principal post on; Connection shown in the figure adopts the bolt form to carry out.
Referring to Fig. 3, the top of described tower 2 has mounting platform 24, is convenient to install cable etc., and this mounting platform can be established two layers or multilayer.This mounting platform structure is according to actual conditions, can adopt a frame construction or to pass transverse horizontal bar of tower etc., it is assemblied on the triangle projective planum that cross bar constituted of top correspondence by modes such as bolt or welding, in order to guarantee its stability, can have auxiliary bars such as strut at it, this technical pattern is current techique.
Referring to Fig. 3, the top of described tower 2 is equipped with lightning rod 25 again.Have tower boots 26 in the bottom of every principal post, these tower boots can directly be welded on the principal post bottom, can directly this tower be assemblied in by these tower boots 26 on the bases such as concrete.
According to circumstances, connection is equipped with web member 28 in tower, to guarantee the stability of its integral body.Referring to Fig. 4, this web member 28 is established between at grade cross bar; Also can be located between the cross bar of Different Plane.
Syndeton between described cross bar etc. and principal post also can adopt forms such as welding, constitutes a whole tower.
Above-mentioned cross bar, brace etc. can adopt the equal leg angle of hot rolling.