CN201794357U - Basal guide rail for tower leg section of power transmission line iron tower erected by helicopter - Google Patents
Basal guide rail for tower leg section of power transmission line iron tower erected by helicopter Download PDFInfo
- Publication number
- CN201794357U CN201794357U CN2010205392834U CN201020539283U CN201794357U CN 201794357 U CN201794357 U CN 201794357U CN 2010205392834 U CN2010205392834 U CN 2010205392834U CN 201020539283 U CN201020539283 U CN 201020539283U CN 201794357 U CN201794357 U CN 201794357U
- Authority
- CN
- China
- Prior art keywords
- guide
- tower
- guide rail
- tower leg
- guide strip
- 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.)
- Expired - Lifetime
Links
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 48
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 24
- 230000005540 biological transmission Effects 0.000 title claims abstract description 12
- 239000004575 stone Substances 0.000 claims description 9
- 230000008901 benefit Effects 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
Images
Abstract
The utility model provides a basal guide rail for the tower leg section of a power transmission line iron tower erected by a helicopter. The basal guide rail comprises guide plates, guide plate ribs and a bottom plate; the guide plates and the guide plate ribs are welded on the bottom plate after being connected together; and lightening holes are formed on the guide plate ribs. The guide plates guide the helicopter to lift on and off the tower leg section; the guide plate ribs support the guide plates; and the bottom plate is used for connecting the basal guide rail and a tower leg foundation through anchor bolts. The guide plates are impacted by the lifted tower leg section, and the impact force is transmitted to the towel leg foundation through the guide plate ribs and the bottom plate. The basal guide rail has the advantages of simple structure, good integral safety performance, high universality and wide application range, and is convenient to manufacture, and the reliability of the connection between the basal guide rail and the tower leg foundation is high, therefore the basal guide rail is applicable in the tower leg sections of various self-supporting iron towers erected by the helicopters.
Description
Technical field
The utility model belongs to overhead transmission line iron tower vertical construction equipment field, is specifically related to a kind of upright basic guide rail of iron tower of power transmission line tower leg section of unit of going straight up to.
Background technology
Self-supporting iron tower of power transmission line (as shown in Figure 1) is generally by hundreds of and even the thousands of space truss structures that shaped steel is formed by connecting by bolt or rivet, its cross section is square or rectangle more, has that turriform is more roomy, good rigidly, need not characteristics such as backguy.Self-supporting tower can be divided into multistage, comprises tower leg section 11 (first section truss on the basis), body of the tower 12 and tower head 13 from bottom to top.
It is upright that self-supporting tower generally uses the split tower erection method to organize, and is about to iron tower and splits into single, monolithic or single hop, uses then that crane gear lifts separately, butt joint in the air, group is upright according to the order of sequence.Compare group towers such as normally used pole, runabout crane, group tower special tower crane and organize tower, going straight up to the unit tower is the iron tower assemblage construction method of a kind of novelty, uniqueness.The unit tower is gone straight up in use, and at first to need to organize upright be tower leg section 11, and the upright schematic diagram of its group as shown in Figure 2.The tower leg section 11 of self-supporting tower has four tower legs (restricted by orographic condition, the level height of four tower legs may there are differences), and four tower leg bases 23 (cross section is generally square or rectangle) are arranged accordingly, and the upright process of its group is as follows:
(1) the basic guide rail 22 of a cover is installed on each tower leg basis 23, and is connected spacing rope 24;
(2) use suspension arrangement 21 that the tower leg section 11 that assembles is hung on helicopter ventral below, then with its handling to the top, basis and hover;
(3) helicopter pilot reduces hover height gradually, and it is in place to make tower leg section 11 slowly slip into the installation site by the guide effect of basic guide rail 22;
(4) constructor uses nut that stone bolt pre-buried on the tower leg plate 25 on the tower leg section 11 and the tower leg basis 23 is connected, thereby finishes the helicopter vertical construction of iron tower tower leg section.(Fig. 3 is the structural representation of tower leg plate 25, makes with dashed lines provide the final on-station position of tower leg plate 25 among Fig. 4.)
Use is gone straight up to the unit tower and is had the following advantages:
(1) because the tower section is assembled on ground, reduced amount of high-altitude operation, safety is good;
(2) do not need group tower and tower material etc. is transported to iron tower scene in place, alleviated constructor's labour intensity, reduced transport channel simultaneously and opened up and the vegetation felling, protected ecological environment, be particularly suitable for the abominable places of construction environment such as high and steep mountains;
(3) group column efficiency height.
Use is gone straight up to the unit tower segmentation weight of iron tower, joint form, joint location etc. is all had higher requirements, and maximum difficult point is how to guarantee that the tower section is skyborne accurately, automatic butt, avoid manual intervention as far as possible, guarantee construction safety, efficient, so tower Duan Zuli is supporting most important with guide rail.
The utility model content
The purpose of this utility model provides a kind of simple in structure, safe and reliable basic guide rail, satisfies the helicopter vertical construction of iron tower of power transmission line tower leg section.
For achieving the above object, the utility model is taked following technical scheme:
A kind of upright basic guide rail of iron tower of power transmission line tower leg section of unit of going straight up to, its improvements are: this basis guide rail comprises guide strip, guide strip gusset and base plate, described guide strip is welded on the base plate after the guide strip gusset is connected, and has lightening hole on the described guide strip gusset.
Wherein, described guide strip has two, and two guide strip symmetries connect, and the rear portion of every guide strip all is welded with two trapezoidal guide strip gussets.
Wherein, described guide strip is formed by connecting by hang plate and vertical panel.
Wherein, the vertical panel of described two guide strips becomes 90 degree to connect, and the hang plate of described two guide strips tilts to the outside of iron tower, and promptly the span of the angle γ of the intersection of hang plate and plumb line is between 25 °～40 °.
Wherein, described guide strip and guide strip gusset are welded on the base plate, have bolt hole on the described base plate, and this basis guide rail uses stone bolt to be connected by described bolt hole with the tower leg basis.
Wherein, the height h of the vertical panel of described guide strip should exceed the length of tower leg surface of base greater than ground leg bolt.
The basic guide rail that is used to go straight up to the upright iron tower of power transmission line tower leg section of unit of the present utility model has following beneficial effect:
(1) the basic guide rail of this type uses stone bolt and tower leg basis to be connected, and has higher safety and reliability, and installs, removes conveniently.
(2) this type basis guide rail can be made by steel plate, forms through welding or Bolt Connection between each member, and form of structure is simple, convenient processing and manufacture.
(3) this type basis guide rail can be used for the helicopter vertical construction of various iron tower tower leg section, and its each size can be determined according to conditions such as helicopter pilot's airmanship, landform, meteorologies, and is applied widely.
Use basic guide rail of the present utility model, can guarantee to go straight up to the safe, accurate, reliable of the upright iron tower of power transmission line tower leg section of unit, have good economic benefits and social benefit.
Description of drawings
In order to make content of the present utility model, and be convenient to the description of the specific embodiment, provide the accompanying drawing relevant below, be described as follows with the utility model by clearer understanding:
Fig. 1 is the structure line frame graph of certain type self-supporting tower in the prior art, 11-tower leg section among the figure, 12-body of the tower, 13-tower head;
Fig. 2 founds schematic diagram for the unit of going straight up to of iron tower tower leg section, 11-tower leg section among the figure, 21-suspension arrangement, 22-basis guide rail, 23-tower leg basis, the spacing rope of 24-, 25-tower leg plate;
Fig. 3 is the structural representation of tower leg plate, 25-tower leg plate among the figure, 26-anchor (bolt) hole;
Fig. 4 is the Facad structure schematic diagram of the utility model basis guide rail,
Fig. 5 is the structure schematic diagram of the utility model basis guide rail, 31-guide strip among the figure, 32-guide strip gusset, 33-base plate, 34-lightening hole, 35-bolt hole, 41-hang plate, 42-vertical panel;
Fig. 6 is the angled view of basic guide rail of the present utility model, indicates the critical size parameter of basic guide rail among the figure.
The specific embodiment
Below in conjunction with accompanying drawing basic guide rail of the present utility model is further described in detail.
Shown in Fig. 4-6, the basic guide rail that is used to go straight up to the upright iron tower of power transmission line tower leg section of unit of the present utility model comprises guide strip 31, guide strip gusset 32 and base plate 33, can make by steel plate with upper member, guide strip gusset 32 is located at the rear portion of guide strip 31, and the two is connected on the base plate 33 together, use welding or Bolt Connection between each parts, form of structure is simple, convenient processing and manufacture.
Basic guide rail structure of the present utility model is simple, easily manufactured, the reliability height, the overall security that are connected with the tower leg basis are good, and each size is determined according to conditions such as helicopter pilot's airmanship, landform, meteorologies, the unit of going straight up to that can be used for various self-supporting tower tower leg sections founds highly versatile, applied widely.
The utility model is described according to specific exemplary embodiment herein.To carry out suitable replacement under the scope of the present utility model or revise will be conspicuous not breaking away to one skilled in the art.Exemplary embodiment only is illustrative, rather than to the restriction of scope of the present utility model, scope of the present utility model is by appended claim definition.
Claims (6)
1. go straight up to the upright basic guide rail of iron tower of power transmission line tower leg section of unit for one kind, it is characterized in that: this basis guide rail comprises guide strip (31), guide strip gusset (32) and base plate (33), described guide strip (31) is welded in after guide strip gusset (32) is connected on the base plate (33), has lightening hole (34) on the described guide strip gusset (32).
2. basic guide rail according to claim 1 is characterized in that: described guide strip (31) has two, and two guide strips (31) symmetry connects, and the rear portion of every guide strip (31) all is welded with two trapezoidal guide strip gussets (32).
3. basic guide rail according to claim 2 is characterized in that: described guide strip is formed by connecting by hang plate (41) and vertical panel (42).
4. basic guide rail according to claim 3 is characterized in that: the vertical panel (42) of described two guide strips (31) becomes 90 degree to connect, and the hang plate (41) of described two guide strips (31) tilts to the outside of iron tower.
5. according to the arbitrary described basic guide rail of claim 1～4, it is characterized in that: described guide strip (31) and guide strip gusset (32) are welded on the base plate (33), have bolt hole (35) on the described base plate (33), this basis guide rail uses stone bolt to be connected by described bolt hole (35) and tower leg basis (23).
6. basic guide rail according to claim 5 is characterized in that: the height h of the vertical panel (42) of described guide strip (31) should exceed the length on surface, tower leg basis (23) greater than ground leg bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205392834U CN201794357U (en) | 2010-09-25 | 2010-09-25 | Basal guide rail for tower leg section of power transmission line iron tower erected by helicopter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205392834U CN201794357U (en) | 2010-09-25 | 2010-09-25 | Basal guide rail for tower leg section of power transmission line iron tower erected by helicopter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201794357U true CN201794357U (en) | 2011-04-13 |
Family
ID=43849277
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205392834U Expired - Lifetime CN201794357U (en) | 2010-09-25 | 2010-09-25 | Basal guide rail for tower leg section of power transmission line iron tower erected by helicopter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201794357U (en) |
-
2010
- 2010-09-25 CN CN2010205392834U patent/CN201794357U/en not_active Expired - Lifetime
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA ELECTRIC POWER RESEARCH INSTITUTE Effective date: 20140321 Owner name: STATE GRID CORPORATION OF CHINA Free format text: FORMER OWNER: CHINA ELECTRIC POWER RESEARCH INSTITUTE Effective date: 20140321 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 100192 HAIDIAN, BEIJING TO: 100031 XICHENG, BEIJING |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20140321 Address after: 100031 Xicheng District West Chang'an Avenue, No. 86, Beijing Patentee after: State Grid Corporation of China Patentee after: China Electric Power Research Institute Address before: 100192 Beijing city Haidian District Qinghe small Camp Road No. 15 Patentee before: China Electric Power Research Institute |
|
| CX01 | Expiry of patent term |
Granted publication date: 20110413 |
|
| CX01 | Expiry of patent term |