CN201802119U - Foundation guide rail for leg section of power transmission line tower assembled by aid of helicopter - Google Patents
Foundation guide rail for leg section of power transmission line tower assembled by aid of helicopter Download PDFInfo
- Publication number
- CN201802119U CN201802119U CN2010205392923U CN201020539292U CN201802119U CN 201802119 U CN201802119 U CN 201802119U CN 2010205392923 U CN2010205392923 U CN 2010205392923U CN 201020539292 U CN201020539292 U CN 201020539292U CN 201802119 U CN201802119 U CN 201802119U
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- Prior art keywords
- guide rail
- guide
- guide strip
- tower
- gusset
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- Expired - Lifetime
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- 230000005540 biological transmission Effects 0.000 title claims abstract description 16
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 50
- 229910052742 iron Inorganic materials 0.000 claims description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000009434 installation Methods 0.000 abstract description 5
- 238000012986 modification Methods 0.000 abstract description 4
- 230000004048 modification Effects 0.000 abstract description 4
- 239000000725 suspension Substances 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 17
- 239000004575 stone Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000011218 segmentation Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 230000010355 oscillation Effects 0.000 description 1
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Abstract
The utility model provides a foundation guide rail for a leg section of a power transmission line tower assembled by the aid of a helicopter, which comprises guide plates, ribbed plates of the guide plates and a hoop. The ribbed plates of the guide plates are welded to the lower sides of the guide plates, and the hoop is welded to the lower ends of the ribbed plates of the guide plates. The guide plates are used for guiding positioning of suspension setting of the leg section by the helicopter, the ribbed plates of the guide plates support the guide plates and transmit impact force of the suspended leg section on the guide plates to the hoop, and the hoop is used for connecting the foundation guide rail with a leg foundation. The foundation guide rail is simple in structure and convenient in manufacturing, can realize load transmission with the leg transmission without any connectors, realizes installation of the foundation guide rail without any modification of the leg foundation, can be used for suspension setting of leg sections of various supporting towers by helicopters, and is high in universality and wide in applicable range.
Description
Technical field
The utility model belongs to overhead transmission line iron tower vertical construction equipment field, is specifically related to a kind of basic guide rail that is used to go straight up to the upright iron tower of power transmission line tower leg section of unit.
Background technology
According to the difference of form of structure, size, weight and the orographic condition of iron tower of power transmission line, its lifting group is upright generally two kinds of job practicess, promptly whole Li Tafa and split tower erection method.Whole Li Tafa is meant on ground and iron tower is kept flat after assembling finishes, use equipment such as pole, crane with the whole pull-up of iron tower a kind of job practices in place, this method generally is applicable to simple, the lightweight Guywire tower of form of structure, requires to have the smooth place of certain limit for assembling and upright tower simultaneously.The split tower erection method is meant iron tower is split into single, monolithic or single hop, use equipment such as pole, crane to lift separately, dock, organize upright a kind of job practices according to the order of sequence in the air, it is upright that the self-supporting tower that volume and weight is all bigger generally uses this method to organize.
Fig. 1 a and Fig. 1 b have provided the structure line frame graph of two kinds of self-supporting towers.Self-supporting tower has that turriform is more roomy, good rigidly, need not characteristics such as backguy, be generally by hundreds of and even the thousands of trussed constructions that shaped steel is formed by connecting by bolt or rivet, its cross section is square or rectangle more, each side is plane frame (being called the tower sheet), Quan Take is divided into multistage, comprises tower leg section 11 (first section truss on the basis), body of the tower 12 (can be divided into the multistage truss again) 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 construction equipment commonly used has pole, runabout crane, group tower special tower crane etc.The trussed construction that pole is made up of a plurality of standard knots, the quality of single standard knot is below 200kg, can adopt manpower or animal power mode to carry and enter the job site, but under abominable construction environments such as high and steep mountains, its transportation inconvenience still, and in work progress, need for it is provided with the multiple tracks backguy work progress complexity, poor stability.Use runabout crane group tower efficiency of construction height, but need open up the special passage that travels, be subjected to the landform restriction bigger, only be suitable for generally that the place is open, the scene of traffic convenience for it.Group tower special tower crane has multiple safety guard; the working security height; but the group of himself is upright and dismounting needs the cost certain hour; cause integral construction efficient not high; simultaneously its standard knot quality is also often greater than the quality of pole standard knot, so it generally also only is used for scene of traffic convenience.
Going straight up to the upright iron tower of power transmission line of unit is the iron tower assemblage construction method of a kind of novelty, uniqueness.When the unit tower is gone straight up in use, at first the iron tower segmentation is assembled at traffic convenience, place solution space open, that distance is suitable, use then helicopter with its handling to the sky, installation site, the helicopter pilot is by the booster action of various guide rail, to be slipped into the installation site along guide rail by the tower crane section, last constructor Deng Ta will be connected by securing members such as tower crane Duan Yuyi installation tower section use bolts, thereby it is upright to finish the iron tower group.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) reduce transport channel 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;
(4) construction technology level advanced person.
Going straight up to unit tower job practices all has higher requirements to the segmentation weight of iron tower, joint form, joint location etc., 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 the butt joint of tower section is most important with guide rail.
The unit tower is gone straight up in use, and at first to need to organize upright be tower leg section 11, 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.Its work progress is as follows:
(1) the basic guide rail 22 of a cover is installed on each tower leg basis 23;
(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 24 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 schematic diagram of tower leg plate 24, which is provided with the anchor (bolt) hole 25 that passes for stone bolt, makes with dashed lines provide the final on-station position of tower leg plate 24 among Fig. 4.
The utility model content
The purpose of this utility model is to provide a kind of simple in structure, safe and reliable basic guide rail, and it is used to satisfy 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 basic guide rail that is used to go straight up to the upright iron tower of power transmission line tower leg section of unit, it is characterized in that: this basis guide rail comprises guide strip, guide strip gusset and anchor ear, described guide strip below is welded with the guide strip gusset, and the lower end of described guide strip gusset is welded with anchor ear.
Wherein, described guide strip has two, and two guide strip symmetries connect, and the rear portion of every guide strip all is welded with trapezoidal guide strip gusset.
Wherein, the rear portion of described every guide strip all is welded with two trapezoidal guide strip gussets, and described two trapezoidal guide strip gussets connect by strip guide strip gusset always.
Wherein, guide strip is formed by connecting by hang plate and vertical panel.
Wherein, the vertical panel of described two guide strips is 90 ° of connections, and the hang plate of two guide strips tilts to the iron tower outside, and promptly the angle γ of the intersection of two hang plates and plumb line is 25 °～40 °.
Wherein, be provided with small gusset between described anchor ear and the guide strip gusset.
Wherein, described anchor ear is made of four block plates, is equipped with small gusset between per two blocks of adjacent steel plates.
Wherein, the two ends of described four block plates are equipped with bolt hole, and the bolt hole on per two blocks of adjacent steel plates is by bolt tightening.
Wherein, all have lightening hole on described guide strip gusset and the anchor ear.
The upright basic guide rail of the supporting usefulness of iron tower of power transmission line tower leg section of unit of going straight up to of the present utility model has following beneficial effect:
(1) this type basis guide rail need not any connector with the tower leg basis and can realize impact by the transmission of basic guide rail to the tower leg basis, and tower leg is basic, and it goes without doing that any modification can be installed this type guide rail, highly versatile.
(2) this type basis guide rail is 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, and its each size can be definite, applied widely according to helicopter pilot's the conditions such as technical ability, landform, meteorology, suspended object of controlling, construction technology level advanced person.
Use basic guide rail of the present utility model, can guarantee to go straight up to the safe, accurate, automatic, reliable, advanced of the upright iron tower of power transmission line tower leg section of unit, have good economic and social benefit.
Description of drawings
Fig. 1 a and Fig. 1 b are the structural representation of two kinds of self-supporting towers, 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, 24-tower leg plate;
Fig. 3 is the schematic diagram of tower leg plate, 24-tower leg plate among the figure, 25-anchor (bolt) hole;
Fig. 4 is the Facad structure schematic diagram of the utility model basis guide rail;
Fig. 5 is the axis side views such as the back side of the utility model basis guide rail, 31-guide strip among the figure, 32-guide strip gusset, 33-anchor ear, 34-small gusset, 35-bolt hole, 36-lightening hole, 41-hang plate, 42-vertical panel;
Fig. 6 is the angled view of the utility model basis guide rail, contains the critical size parameter of basic guide rail among the figure.
The specific embodiment
Below in conjunction with accompanying drawing the basic guide rail in the 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, anchor ear 33 and small gusset 34, make by steel plate with upper member, guide strip 31 belows are provided with guide strip gusset 32, and the lower end of guide strip gusset 32 is provided with anchor ear 33, are provided with small gusset 34 between anchor ear 33 and the guide strip gusset 32, use welding or Bolt Connection to form between each parts, form of structure is simple, convenient processing and manufacture.
The lower end of guide strip gusset 32 is connected with anchor ear 33, and it is used for being connected of the utility model basis guide rail and tower leg basis 23.These anchor ear 33 rectangular structures, form by four block plates, closely be wrapped in tower leg basis 23 around, thereby the impact by tower crane leg section that guide strip 31 can be subjected to is passed to the tower leg basis.The two ends of four blocks of anchor ear plates all have bolt hole 35, and the available between any two bolt of anchor ear plate is connected.Described four blocks of anchor ear plates should have enough height, and the span of its height d is between 200mm～500mm.
In order to improve the local impact resistant capability of basic guide rail, between guide strip gusset 32 and anchor ear 33, all be connected with small gusset 34 between any two with the anchor ear plate.
According to the concrete numerical value of form of structure and size, all have some lightening holes 36 on guide strip gusset 32 and the anchor ear 33, can effectively alleviate the overall weight of basic guide rail, convenient transportation and on-the-spot the use.
Basic guide rail structure of the present utility model is simple, easily manufactured, need not any connector with the tower leg basis and can realize loading transfer, the tower leg basis need not to make any modification can install this type guide rail, and its each size is determined according to helicopter pilot's the conditions such as technical ability, landform, meteorology, suspended object of controlling, can be used for the helicopter lifting of various self-supporting tower tower leg sections, highly versatile, applied widely.
Should be noted that at last: above embodiment only is not intended to limit in order to the explanation the technical solution of the utility model, although the utility model is had been described in detail with reference to the foregoing description, those of ordinary skill in the field are to be understood that: still can make amendment or be equal to replacement the specific embodiment of the present utility model, and do not break away from any modification of the utility model spirit and scope or be equal to replacement, it all should be encompassed in the middle of the claim scope of the present utility model.
Claims (9)
1. one kind is used to go straight up to the basic guide rail that unit founds iron tower of power transmission line tower leg section, it is characterized in that: this basis guide rail comprises guide strip (31), guide strip gusset (32) and anchor ear (33), described guide strip (31) below is welded with guide strip gusset (32), and the lower end of described guide strip gusset (32) is welded with anchor ear (33).
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 trapezoidal guide strip gusset (32).
3. basic guide rail according to claim 2, it is characterized in that: the rear portion of described every guide strip (31) all is welded with two trapezoidal guide strip gussets (32), and described two trapezoidal guide strip gussets (32) connect by strip guide strip gusset (32) always.
4. basic guide rail according to claim 3 is characterized in that: guide strip (31) is formed by connecting by hang plate (41) and vertical panel (42).
5. basic guide rail according to claim 4 is characterized in that: the vertical panel of described two guide strips (42) is 90 ° of connections, and the hang plate of two guide strips (41) tilts to the iron tower outside.
6. according to the arbitrary described basic guide rail of claim 2-5, it is characterized in that: be provided with small gusset (34) between described anchor ear (33) and the guide strip gusset (32).
7. basic guide rail according to claim 6 is characterized in that: described anchor ear (33) is made of four block plates, is equipped with small gusset (34) between per two blocks of adjacent steel plates.
8. basic guide rail according to claim 7 is characterized in that: the two ends of described four block plates are equipped with bolt hole (35), and the bolt hole (35) on per two blocks of adjacent steel plates is by bolt tightening.
9. basic guide rail according to claim 1 is characterized in that: all have lightening hole (36) on described guide strip gusset (32) and the anchor ear (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205392923U CN201802119U (en) | 2010-09-25 | 2010-09-25 | Foundation guide rail for leg section of power transmission line tower assembled by aid of helicopter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205392923U CN201802119U (en) | 2010-09-25 | 2010-09-25 | Foundation guide rail for leg section of power transmission line tower assembled by aid of helicopter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201802119U true CN201802119U (en) | 2011-04-20 |
Family
ID=43871627
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205392923U Expired - Lifetime CN201802119U (en) | 2010-09-25 | 2010-09-25 | Foundation guide rail for leg section of power transmission line tower assembled by aid of helicopter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201802119U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103321472A (en) * | 2013-06-24 | 2013-09-25 | 国家电网公司 | Training frame for training helicopter tower assembling personnel |
-
2010
- 2010-09-25 CN CN2010205392923U patent/CN201802119U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103321472A (en) * | 2013-06-24 | 2013-09-25 | 国家电网公司 | Training frame for training helicopter tower assembling personnel |
| CN103321472B (en) * | 2013-06-24 | 2016-03-02 | 国家电网公司 | A kind of for training the training stand of going straight up to set tower personnel |
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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: STATE GRID CORPORATION OF CHINA Free format text: FORMER OWNER: CHINA ELECTRIC POWER RESEARCH INSTITUTE Effective date: 20140327 Owner name: CHINA ELECTRIC POWER RESEARCH INSTITUTE Effective date: 20140327 |
|
| 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: 20140327 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: 20110420 |
|
| CX01 | Expiry of patent term |