CN105945746A - Tower column supporting base of steel tube iron tower - Google Patents
Tower column supporting base of steel tube iron tower Download PDFInfo
- Publication number
- CN105945746A CN105945746A CN201610309421.1A CN201610309421A CN105945746A CN 105945746 A CN105945746 A CN 105945746A CN 201610309421 A CN201610309421 A CN 201610309421A CN 105945746 A CN105945746 A CN 105945746A
- Authority
- CN
- China
- Prior art keywords
- bearing plate
- force bearing
- load
- plate
- supporting backboard
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B25—HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
- B25B—TOOLS OR BENCH DEVICES NOT OTHERWISE PROVIDED FOR, FOR FASTENING, CONNECTING, DISENGAGING, OR HOLDING
- B25B11/00—Work holders not covered by any preceding group in the subclass, e.g. magnetic work holders, vacuum work holders
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted for a procedure covered by only one of the other main groups of this subclass
- B23K37/04—Auxiliary devices or processes, not specially adapted for a procedure covered by only one of the other main groups of this subclass for holding or positioning work
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Optics & Photonics (AREA)
- Suspension Of Electric Lines Or Cables (AREA)
Abstract
The invention discloses a tower column supporting base of a steel tube iron tower. The tower column supporting base comprises a bottom plate, a first load-bearing plate, a second load-bearing plate and a supporting back plate. The first load-bearing plate is obliquely arranged in a left-low right-high mode, and the left end of the first load-bearing plate is fixedly connected with the upper end face of the bottom plate. The second load-bearing plate is obliquely arranged in a left-high right-low mode, and the right end of the second load-bearing plate is fixedly connected with an upward bevel of the first load-bearing plate. A V-shaped locating notch with an upward opening is formed between the first load-bearing plate and the second load-bearing plate. The supporting back plate is arranged behind the bottom plate, the first load-bearing plate and the second load-bearing plate and is fixedly connected with the bottom plate, the first load-bearing plate and the second load-bearing plate. Reinforced rib plates are arranged between the first load-bearing plate and the supporting back plate and between the second load-bearing plate and the supporting back plate correspondingly. The portions, connected with the reinforced rib plates, of the first load-bearing plate and the second load-bearing plate are located on downward bevels of the first load-bearing plate and the second load-bearing plate. The portions, connected with the reinforced rib plates, of the supporting back plate are located on the front end face of the supporting back plate. The tower column supporting base is simple in overall structure, convenient to realize and low in cost, and can conduct supporting and locating on a barrel forming a tower column during application and prevent the barrel from rolling randomly.
Description
Technical field
The king-post that the present invention relates to Tower processing field, specifically steel pipe tower props up bearing.
Background technology
Aerial high-voltage power transmission line steel tower mainly includes angle steel tower and steel pipe tower two kinds at present, and wherein, steel pipe tower is because having the advantages such as floor space is little, intensity is high, life-span length, and it is widely used in the ultra-high-tension power transmission line of city proper.Owing to city high rise building stands in great numbers, building various, in order to meet the demand of stringing height, the king-post of steel pipe tower is generally formed by the barrel soldering of more than two sections.At present when processing and fabricating constitutes the cylinder of steel pipe tower king-post, usually being stacked by a large amount of cylinders, moved by cylinder when detecting and process cylinder again, this not only can affect efficiency of construction, the phenomenon that cylinder rolls also can often occur, there is bigger potential safety hazard.
Summary of the invention
It is an object of the invention to overcome the deficiencies in the prior art, it is provided that the king-post of a kind of steel pipe tower props up bearing, can carry out the cylinder constituting king-post during its application supporting location, being avoided that cylinder arbitrarily rolls, and then being easy to cylinder is processed and detects.
The present invention solves the problems referred to above and is achieved through the following technical solutions: the king-post of steel pipe tower props up bearing, including base plate, the first force bearing plate, the second force bearing plate and supporting backboard, described floor level is arranged, the left low right high dip of described first force bearing plate is arranged and its left end is fixing with base plate upper surface is connected, described second force bearing plate right low left high is obliquely installed and the fixing connection of its right-hand member and the first force bearing plate inclined-plane upward, constitutes " V " type locating notch of upward opening between the first force bearing plate and the second force bearing plate；Described supporting backboard is located at base plate, the first force bearing plate and the rear side of the second force bearing plate three and fixing with three is connected；Between described first force bearing plate and supporting backboard, between the second force bearing plate and supporting backboard, it is respectively connected with reinforcement gusset；Described reinforcement gusset is rectangular panel, connect the first force bearing plate to arrange with the most vertical first force bearing plate of reinforcement gusset and the supporting backboard of supporting backboard, connect the second force bearing plate to arrange with the most vertical second force bearing plate of reinforcement gusset and the supporting backboard of supporting backboard, the position of the first force bearing plate and the second force bearing plate connection reinforcement gusset is positioned on inclined-plane down, and the position of supporting backboard connection reinforcement gusset is positioned on its front end face.When the present invention applies, the quantity of a bearing of the required present invention is multiple, and multiple bearings are equidistantly arranged, and the cylinder constituting king-post is positioned on " V " type locating notch, the first force bearing plate and the second force bearing plate cylinder is carried out positioning support.
Further, the king-post of steel pipe tower props up bearing, also includes positioning screw and location nut, and described positioning screw is vertically arranged and its lower end through base plate and embeds in ground, and location nut sleeve is located at positioning screw upper end and contacts with base plate upper surface.Base plate is securely in place on ground by the present invention by positioning screw and location nut, can prevent the present invention from occurring toppling when placing cylinder.
So that it is more firm when the present invention fixes on the ground, further, constitute on described base plate and have multiple positional punch running through its upper and lower end face, two positional punches of arbitrary neighborhood keep at a certain distance away setting in the horizontal, described positioning screw is by coming through base plate through positional punch, each positional punch correspondence passes a positioning screw, a corresponding sheathed location nut on every positioning screw.
In order to promote the structural strength of the present invention, further, the quantity strengthening gusset being connected between described first force bearing plate with supporting backboard, between the second force bearing plate and supporting backboard is polylith.
Further, described supporting backboard is vertically arranged and its lower surface is concordant with base plate lower surface.So, when the present invention places on the ground, supporting backboard lower end also contacts with ground, and when the present invention can be made to apply, power transmission more equalizes.
Further, the angle between described first force bearing plate and the second force bearing plate is 100 °～150 °.
In sum, the method have the advantages that (1) overall structure of the present invention is simple, facilitate implementation, low cost, when the present invention applies, the quantity being equipped with of the present invention bearing is multiple, multiple bearings are equidistantly arranged, and the cylinder constituting king-post is put on " V " type locating notch of multiple bearings, the first force bearing plate and the second force bearing plate carry out spacing supporting, so, it is avoided that when the present invention applies that cylinder arbitrarily rolls, when processing and detection cylinder, under the positioning action of the present invention, it is more convenient to operate, can lifting construction efficiency.
(2) between the first force bearing plate and the supporting backboard of the present invention, between the second force bearing plate and supporting backboard, it is respectively connected with reinforcement gusset, under strengthening the gusset supporting role to the first force bearing plate and the second force bearing plate, deformation occur when being avoided that the first force bearing plate and the second force bearing plate stress or comes off, can guarantee that the structural strength of the present invention.
Accompanying drawing explanation
Accompanying drawing described herein is used for providing being further appreciated by the embodiment of the present invention, constitutes the part of the application, is not intended that the restriction to the embodiment of the present invention.In the accompanying drawings:
Fig. 1 is the structural representation of one specific embodiment of the present invention.
Parts title corresponding to labelling in accompanying drawing: 1, base plate, the 2, first force bearing plate, the 3, second force bearing plate, 4, supporting backboard, 5, positioning screw, 6, location nut, 7, strengthen gusset.
Detailed description of the invention
For making the object, technical solutions and advantages of the present invention clearer, below in conjunction with embodiment and accompanying drawing, the present invention is described in further detail, and the exemplary embodiment of the present invention and explanation thereof are only used for explaining the present invention, not as a limitation of the invention.
Embodiment 1:
As shown in Figure 1, the king-post of steel pipe tower props up bearing, including base plate the 1, first force bearing plate the 2, second force bearing plate 3 and supporting backboard 4, wherein, base plate 1 is horizontally disposed with, the left low right high dip of first force bearing plate 2 is arranged and its left end is fixing with base plate 1 upper surface is connected, and the second force bearing plate 3 right low left high is obliquely installed and the fixing connection of its right-hand member and the first force bearing plate 2 inclined-plane upward, constitutes " V " type locating notch of upward opening between the first force bearing plate 2 and the second force bearing plate 3.In the present embodiment, the angle between the first force bearing plate 2 and the second force bearing plate 3 is preferably 100 °～150 °, i.e. the angle of " V " type locating notch is preferably 100 °～150 °.
The supporting backboard 4 of the present embodiment is located at base plate the 1, first force bearing plate 2 and the rear side of the second force bearing plate 3 three and fixing with three is connected.In order to when making the present embodiment apply, power transmission more equalizes, the supporting backboard 4 of the present embodiment is vertically arranged and its lower surface is concordant with base plate 1 lower surface.
Between first force bearing plate 2 and the supporting backboard 4 of the present embodiment, reinforcement gusset 7 it is respectively connected with between second force bearing plate 3 and supporting backboard 4, wherein, strengthening gusset 7 is rectangular panel, connect the first force bearing plate 2 to arrange with the most vertical first force bearing plate 2 of reinforcement gusset 7 and the supporting backboard 4 of supporting backboard 4, connect the second force bearing plate 3 to arrange with the most vertical second force bearing plate 3 of reinforcement gusset 7 and the supporting backboard 4 of supporting backboard 4, the position of the first force bearing plate 2 and the second force bearing plate 3 connection reinforcement gusset 7 is positioned on inclined-plane down, the position of supporting backboard 4 connection reinforcement gusset 7 is positioned on its front end face.The present embodiment is when specifically arranging, and the quantity strengthening gusset 7 being connected between the first force bearing plate 2 with supporting backboard 4, between the second force bearing plate 3 and supporting backboard 4 is polylith.
During the present embodiment application, the quantity being equipped with the present embodiment is multiple, and a bearing of multiple the present embodiment is equidistantly arranged, and the cylinder of king-post is positioned on " V " type locating notch.
Embodiment 2:
In order to avoid occurring toppling when the present embodiment shelves cylinder, the present embodiment is made that on the basis of embodiment 1 and limits further below: the present embodiment also includes positioning screw 5 and location nut 6, wherein, positioning screw 5 is vertically arranged and its lower end through base plate 1 and embeds in ground, and location nut 6 is sheathed on positioning screw 5 upper end and contacts with base plate 1 upper surface.The present embodiment is when specifically arranging, constitute on base plate 1 and have multiple positional punch running through its upper and lower end face, two positional punches of arbitrary neighborhood keep at a certain distance away setting in the horizontal, positioning screw 5 is by coming through base plate 1 through positional punch, each positional punch correspondence passes a positioning screw 5, a corresponding sheathed location nut 6 on every positioning screw 5.
So, during the present embodiment application, can be firmly fixed on ground, during supporting cylinder, structure is more firm.
Above-described detailed description of the invention; the purpose of the present invention, technical scheme and beneficial effect are further described; it is it should be understood that; the foregoing is only the detailed description of the invention of the present invention; the protection domain being not intended to limit the present invention; all within the spirit and principles in the present invention, any modification, equivalent substitution and improvement etc. done, should be included within the scope of the present invention.
Claims (6)
1. the king-post of steel pipe tower props up bearing, it is characterized in that, including base plate (1), the first force bearing plate (2), the second force bearing plate (3) and supporting backboard (4), described base plate (1) is horizontally disposed with, the left low right high dip of described first force bearing plate (2) is arranged and its left end is fixing with base plate (1) upper surface is connected, described second force bearing plate (3) right low left high is obliquely installed and the fixing connection of its right-hand member and the first force bearing plate (2) inclined-plane upward, constitutes " V " type locating notch of upward opening between the first force bearing plate (2) and the second force bearing plate (3)；Described supporting backboard (4) is located at base plate (1), the first force bearing plate (2) and the rear side of the second force bearing plate (3) three and fixing with three is connected；Between described first force bearing plate (2) and supporting backboard (4), between the second force bearing plate (3) and supporting backboard (4), it is respectively connected with reinforcement gusset (7)；Described reinforcement gusset (7) is rectangular panel, connect the first force bearing plate (2) to arrange with the most vertical first force bearing plate of reinforcement gusset (7) (2) and supporting backboard (4) of supporting backboard (4), connect the second force bearing plate (3) to arrange with the most vertical second force bearing plate of reinforcement gusset (7) (3) and supporting backboard (4) of supporting backboard (4), the position of the first force bearing plate (2) and the second force bearing plate (3) connection reinforcement gusset (7) is positioned on inclined-plane down, and the position of supporting backboard (4) connection reinforcement gusset (7) is positioned on its front end face.
The king-post of steel pipe tower the most according to claim 1 props up bearing, it is characterized in that, also include positioning screw (5) and location nut (6), described positioning screw (5) is vertically arranged and its lower end through base plate (1) and embeds in ground, and location nut (6) is sheathed on positioning screw (5) upper end and contacts with base plate (1) upper surface.
The king-post of steel pipe tower the most according to claim 2 props up bearing, it is characterized in that, the upper composition of described base plate (1) has multiple positional punch running through its upper and lower end face, two positional punches of arbitrary neighborhood keep at a certain distance away setting in the horizontal, described positioning screw (5) is by coming through base plate (1) through positional punch, each positional punch correspondence passes a positioning screw (5), every upper corresponding sheathed location nut (6) of positioning screw (5).
The king-post of steel pipe tower the most according to claim 1 props up bearing, it is characterized in that, the quantity of the reinforcement gusset (7) being connected between described first force bearing plate (2) with supporting backboard (4), between the second force bearing plate (3) and supporting backboard (4) is polylith.
The king-post of steel pipe tower the most according to claim 1 props up bearing, it is characterised in that described supporting backboard (4) is vertically arranged and its lower surface is concordant with base plate (1) lower surface.
6. prop up bearing according to the king-post of the steel pipe tower described in any one in claim 1～5, it is characterised in that the angle between described first force bearing plate (2) and the second force bearing plate (3) is 100 °～150 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610309421.1A CN105945746A (en) | 2016-05-11 | 2016-05-11 | Tower column supporting base of steel tube iron tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610309421.1A CN105945746A (en) | 2016-05-11 | 2016-05-11 | Tower column supporting base of steel tube iron tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105945746A true CN105945746A (en) | 2016-09-21 |
Family
ID=56911348
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610309421.1A Pending CN105945746A (en) | 2016-05-11 | 2016-05-11 | Tower column supporting base of steel tube iron tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105945746A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100829486B1 (en) * | 2007-01-26 | 2008-05-16 | 주식회사 제이엔에스 | Jig for Cathode Ray Welder |
| CN201728606U (en) * | 2010-07-16 | 2011-02-02 | 潍坊长安铁塔股份有限公司 | Electric iron tower steel tube tower material special assembling device |
| CN201913430U (en) * | 2011-02-21 | 2011-08-03 | 周艳明 | Movable welding bracket |
| CN103949827A (en) * | 2014-05-07 | 2014-07-30 | 中国十九冶集团有限公司 | Welding fast assembly bench |
| CN204565486U (en) * | 2015-03-09 | 2015-08-19 | 济南大学 | A kind of isometrical steel-pipe welding special fixture |
| CN204725381U (en) * | 2015-05-21 | 2015-10-28 | 国家电网公司 | Electric power pylon bolt fixture |
-
2016
- 2016-05-11 CN CN201610309421.1A patent/CN105945746A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100829486B1 (en) * | 2007-01-26 | 2008-05-16 | 주식회사 제이엔에스 | Jig for Cathode Ray Welder |
| CN201728606U (en) * | 2010-07-16 | 2011-02-02 | 潍坊长安铁塔股份有限公司 | Electric iron tower steel tube tower material special assembling device |
| CN201913430U (en) * | 2011-02-21 | 2011-08-03 | 周艳明 | Movable welding bracket |
| CN103949827A (en) * | 2014-05-07 | 2014-07-30 | 中国十九冶集团有限公司 | Welding fast assembly bench |
| CN204565486U (en) * | 2015-03-09 | 2015-08-19 | 济南大学 | A kind of isometrical steel-pipe welding special fixture |
| CN204725381U (en) * | 2015-05-21 | 2015-10-28 | 国家电网公司 | Electric power pylon bolt fixture |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203247859U (en) | Alignment device for butt joint perpendicularity of large steel columns | |
| CN103924787A (en) | Steel column butt joint plane position correction device | |
| CN204435816U (en) | Telescopic steel post operation platform | |
| CN105945746A (en) | Tower column supporting base of steel tube iron tower | |
| CN204689552U (en) | A kind of equipment jacking apparatus of zigzag | |
| CN105965411A (en) | Framework used for bearing steel pipe iron tower column | |
| CN104003296A (en) | Movable aerial mouth-aligning bracket for large-aperture pipes | |
| CN206191075U (en) | Petroleum pipeline support | |
| CN105945747A (en) | Adjustable tower column supporting base of steel tube iron tower | |
| CN207858794U (en) | A kind of brake assembly turnover rack | |
| CN104340820A (en) | Car frame without lower beam | |
| CN204676615U (en) | A kind of device of independent bent columns slant correction | |
| CN201667509U (en) | Simple cable reel supporting and lifting device | |
| CN203063982U (en) | Conveying vehicle | |
| CN202422650U (en) | Eight-board two-map conventionalized structure device for construction site | |
| CN207510203U (en) | A kind of pure electric vehicle light truck vehicle power battery mounting bracket | |
| CN204437479U (en) | For the cable bearer of electric substation | |
| CN206335478U (en) | Multipurpose adjustable shot blasting moulding bed based on roller bed through type shot-blasting machine | |
| CN203103763U (en) | Power distributing cabinet | |
| CN205611081U (en) | For military use control cabinet of carbon fiber | |
| CN209942302U (en) | Stereo garage base | |
| CN105649317A (en) | Fixing mechanism for cantilever I-beam | |
| CN201726054U (en) | Installation rack for mobile electric panel cabinet | |
| CN221165869U (en) | Pump motor assembly installation mechanism | |
| CN201589010U (en) | Overhead gantry for laying lines for large-scale equipment in construction site |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160921 |