CN204023319U - For the triangular tower of cableway of constructing - Google Patents
For the triangular tower of cableway of constructing Download PDFInfo
- Publication number
- CN204023319U CN204023319U CN201420422173.8U CN201420422173U CN204023319U CN 204023319 U CN204023319 U CN 204023319U CN 201420422173 U CN201420422173 U CN 201420422173U CN 204023319 U CN204023319 U CN 204023319U
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- China
- Prior art keywords
- bracing frame
- cableway
- welded
- crossbeam
- column
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- Expired - Fee Related
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- 239000000725 suspension Substances 0.000 claims abstract description 14
- 239000000203 mixture Substances 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 24
- 239000010959 steel Substances 0.000 claims description 24
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 238000013003 hot bending Methods 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 5
- 230000032258 transport Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model is a kind of triangular tower for cableway of constructing, belong to the makeshift device of construction cableway, it is characterized in that: the triangular tower of this cableway that is used for constructing comprises tower body, upper ring beam, crossbeam, link, mast, suspension cable, movable saddle, base plate and cable wind rope, this tower body is primarily of next joint bracing frame, centre is respectively saved bracing frame and is gone up a joint bracing frame most and from bottom to top assembles successively, described bracing frame is primarily of column, horizon bar, diagonal brace, bolt seat board, limited post, position-limiting tube and high-strength bolt composition, the upper surface of three root posts of going up a joint bracing frame is most welded respectively supporting plate, and annulus beam on being welded on three blocks of supporting plates, annulus beam installs crossbeam for this, this crossbeam installs mast, left and right link and movable saddle, the lower surface of three root posts of next joint bracing frame fixedly mounts base plate, easy installation and removal, safe and reliable, save cost, improve work efficiency.
Description
Technical field
The utility model belongs to the makeshift device of construction cableway, especially relates to a kind of pylon for cableway of constructing.
Background technology
Build travelling cableway, first the interim freight ropeway of one or more construction (being called for short construction cableway or interim cableway) will be built, because interim cableway is generally all built in top of high mountain, among the corrie of valley, car is infeasible often, the region that people can not climb, pylon establish position and running trend, mountain shape trend and topographical position must be adapted to, as larger in used volume, the construction cableway pylon of heavier-weight, not only pylon is difficult to by the transport of manpower method in place, and also can bring a lot of difficulty because of not having crane gear to operating personnel in an installation, both lost time, turn improve cost, even can cause the generation of security incident.
Summary of the invention
The purpose of this utility model proposes a kind of triangular tower for cableway of constructing, and not only volume is little, lightweight, safe and reliable, and transport, in place with installation, dismantle all convenient, carrier runs firm, cost-saving, raising work efficiency.
The purpose of this utility model is achieved like this: a kind of triangular tower for cableway of constructing (abbreviation pylon), is characterized in that: the triangular tower of this cableway that is used for constructing comprises tower body, upper ring beam, crossbeam, link, mast, suspension cable, movable saddle, base plate and cable wind rope;
Described tower body is primarily of next joint bracing frame, middle each joint bracing frame and go up a joint bracing frame most and from bottom to top assemble successively, and next joint bracing frame, middle each joint bracing frame and to go up the structure of a joint bracing frame most identical;
Described bracing frame is primarily of column, horizon bar, diagonal brace, bolt seat board, limited post, position-limiting tube and high-strength bolt composition, three described root posts are that equilateral triangle is arranged, between the top ends of each column adjacent between two and between the bottom of each adjacent between two column, the corresponding position being positioned at lateral surface is welded horizon bar respectively, the length of side of described bracing frame × highly can be 800 mm × 1508mm, it is interchangeable standard knot, described column can use diameter × wall thickness to be that the seamless steel pipe of 159 mm × 6 mm ~ 168mm × 6mm is made, described horizon bar can adopt the length of side × length of side × wall thickness to be that the rectangular steel tube of 150 mm-14mm ~ 160, mm × 5, mm × 150 mm × 5, mm × 160 mm-16mm is made, at the bolt seat board that the inside line of described each column and adjacent level bar intersection is welded fan-shaped respectively, this bolt seat board offers centre bolt hole and installs high-strength bolt, to be fixedly connected with neighbouring bracing frame, the upper end section of described each column is welded limited post, and this limited post exceeds the upper surface 20mm ~ 30mm of column, and the position-limiting tube that is welded in the lower end section of described each column, and the length of this position-limiting tube is 25mm ~ 35mm and makes described limited post and the position-limiting tube on other bracing frame column be the corresponding plug-in mounting in matched in clearance ground, obliquely diagonal brace is welded between the diagonal angle of this upper and lower horizon bar, and the seamless steel pipe that this diagonal brace usable diameter × wall thickness is 70mm × 5mm is made, in addition, the upper surface of three root posts of going up a joint bracing frame most is flatly welded respectively circular supporting plate, this supporting plate can adopt thickness to be that the steel plate of 12mm ~ 14mm is made,
Annulus beam on described three blocks of supporting plates are welded, on this, the diameter of annulus beam can be 800mm, on this, annulus beam can adopt the length of side × length of side × wall thickness to be that the square steel pipe hot bending of 40mm × 40mm × 8mm forms, on described upper annulus beam the corresponding position being positioned at center line arrange left and right to crossbeam, between described crossbeam with upper annulus beam respectively corresponding clamp left and right two ∩ shape bolts, the lower end section of this ∩ shape bolt is set with the rectangle backing plate in strap bolt hole and fastening nut and being fixedly connected with, this crossbeam can adopt H profile steel to make, the length of this crossbeam can be 4.0 m ~ 4.2m,
At left section of described crossbeam, right section is set with link symmetrically, this link can adopt wire rope to weave and form, on described link, suspension active saddle (illustrates: the patented power of this movable saddle respectively, no longer describe herein), vertically be welded in the centre of described crossbeam mast, this mast can adopt diameter × wall thickness to be 159 mm ~ 168, mm × 6 mm × 6mm, length is that the seamless steel pipe of 1000mm is made, be welded mast cap to play plugging action at the top of described mast, oblique cord ring is welded symmetrically respectively in the left and right sides of described mast, and declivity grommet is welded respectively at two ends, crossbeam left and right, on the left of described mast, respectively suspension cable is installed between the upper oblique cord ring that right side is corresponding and upper oblique cord ring,
In addition, flatly respectively with the base plate of bolt fixed installation equilateral triangle on the lower surface of three root posts of described next joint bracing frame, this base plate can adopt thickness to be that the steel plate of 12 mm ~ 14mm is made, described base plate is embedded in concrete foundation, the ground device adopting band iron to make is set respectively in the edge of described each base plate, and this ground device is embedded in ground, meanwhile, between the described top of going up the bracing frame of a joint most and concrete foundation, respectively cable wind rope is installed.
During installation, bracing frame correspondence of next joint is fixedly mounted on the base plate be embedded in concrete foundation, then one save and upwards fixedly mounts other bracing frames successively with high-strength bolt, until go up most one save with supporting plate bracing frame; Then, go up most one joint bracing frame on install annulus beam, annulus beam installs crossbeam for this, this crossbeam installs mast, this mast should be in the center of crossbeam, then, installs left and right link and movable saddle, install suspension cable, cable wind rope and installation ground device, this ground device should form the function of ground connection lightning protection.
The triangular tower for cableway of constructing that the utility model proposes, not only volume is little, lightweight, safe and reliable, and transports in place all convenient with installing/dismounting, and carrier runs firm, has saved cost, has improve work efficiency.
Now in conjunction with the accompanying drawings and embodiments the triangular tower for cableway of constructing that the utility model proposes is further described.
Accompanying drawing explanation
Fig. 1 is the schematic perspective view of the triangular tower for cableway of constructing that the utility model proposes.
Fig. 2 is part 1 in Fig. 1: the schematic perspective view of bracing frame.
Fig. 3 is part 2 in Fig. 1: bracket, part 3: crossbeam, part 5: mast, part 6: the installation schematic perspective view of suspension cable.
Fig. 4 is part 2 in Fig. 1: bracket, part 3: the installation schematic perspective view (locally) of crossbeam.
In Fig. 1 ~ Fig. 4: 1, bracing frame 1-1, column 1-2, horizon bar 1-3, diagonal brace 1-4, bolt seat board 1-5, limited post 1-6, position-limiting tube 1-7, high-strength bolt 2, upper annulus beam 2-1, supporting plate 3, crossbeam 3-1, ∩ shape bolt 3-2, backing plate 3-3, nut 4, link 5, mast 6, suspension cable 6-1, mast cap 6-2, upper oblique cord ring 6-3, declivity grommet 7, movable saddle 8, base plate 8-1, bolt 8-2, ground device 9, cable wind rope.
Detailed description of the invention
As can be seen from Fig. 1 ~ Fig. 4: a kind of triangular tower for cableway of constructing (abbreviation pylon), is characterized in that: the triangular tower of this cableway that is used for constructing comprises tower body, upper ring beam 2, crossbeam 3, link 4, mast 5, suspension cable 6, movable saddle 7, base plate 8 and cable wind rope 9;
Described tower body is primarily of next joint bracing frame, middle each joint bracing frame 1 and go up a joint bracing frame most and from bottom to top assemble successively, and next joint bracing frame, middle each joint bracing frame 1 and to go up the structure of a joint bracing frame most identical;
Described bracing frame 1 is primarily of column 1-1, horizon bar 1-2, diagonal brace 1-3, bolt seat board 1-4, limited post 1-5, position-limiting tube 1-6 and high-strength bolt 1-7 forms, three described root post 1-1 are that equilateral triangle is arranged, between the top ends of column 1-1 adjacent between two and between the bottom of column 1-1 adjacent between two, the corresponding position being positioned at lateral surface is welded horizon bar 1-2 respectively, the length of side of described bracing frame 1 × highly can be 800 mm × 1508mm, it is interchangeable standard knot, described column 1-1 can use diameter × wall thickness to be that the seamless steel pipe of 159 mm × 6 mm ~ 168mm × 6mm is made, described horizon bar 1-2 can adopt the length of side × length of side × wall thickness to be that the rectangular steel tube of 150 mm-14mm ~ 160, mm × 5, mm × 150 mm × 5, mm × 160 mm-16mm is made, at the bolt seat board 1-4 that the inside line of described each column 1-1 and adjacent level bar 1-2 intersection is welded fan-shaped respectively, this bolt seat board 1-4 offers centre bolt hole and installs high-strength bolt 1-7, to be fixedly connected with neighbouring bracing frame, the upper end section of described each column 1-1 is welded limited post 1-5, and this limited post 1-5 exceeds the upper surface 20mm ~ 30mm of column 1-1, and the position-limiting tube 1-6 that is welded in the lower end section of described each column 1-1, and the length of this position-limiting tube 1-6 is 25mm ~ 35mm, and make described limited post 1-5 and the position-limiting tube 1-6 on other bracing frame column be the corresponding plug-in mounting in matched in clearance ground, obliquely diagonal brace 1-3 is welded between the diagonal angle of this upper and lower horizon bar, and the seamless steel pipe that this diagonal brace 1-3 usable diameter × wall thickness is 70mm × 5mm is made, in addition, the upper surface of three root post 1-1 of going up a joint bracing frame most is flatly welded respectively circular supporting plate 2-1, this supporting plate 2-1 can adopt thickness to be that the steel plate of 12mm ~ 14mm is made,
Annulus beam 2 on described three pieces of supporting plate 2-1 are welded, on this, the diameter of annulus beam 2 can be 800mm, on this, annulus beam 2 can adopt the length of side × length of side × wall thickness to be that the square steel pipe hot bending of 40mm × 40mm × 8mm forms, on described upper annulus beam 2 the corresponding position being positioned at center line arrange left and right to crossbeam 3, between described crossbeam 3 with upper annulus beam 2 respectively corresponding clamp left and right two ∩ shape bolt 3-1, the lower end section of this ∩ shape bolt 3-1 is set with the rectangle backing plate 3-2 in strap bolt hole and fastening nut 3-3 and being fixedly connected with, this crossbeam 3 can adopt H profile steel to make, the length of this crossbeam 3 can be 4.0 m ~ 4.2m,
At left section of described crossbeam 3, right section is set with link 4 symmetrically, this link 4 can adopt wire rope to weave and form, on described link 4, suspension active saddle 7(illustrates respectively: the patented power of this movable saddle 7, no longer describe herein), vertically be welded in the centre of described crossbeam 3 mast 5, this mast 5 can adopt diameter × wall thickness to be 159 mm ~ 168, mm × 6 mm × 6mm, length is that the seamless steel pipe of 1000mm is made, be welded mast cap 6-1 to play plugging action at the top of described mast 5, oblique cord ring 6-2 is welded symmetrically respectively in the left and right sides of described mast 5, and declivity grommet 6-3 is welded respectively at crossbeam about 3 two ends, on the left of described mast 5, between the upper oblique cord ring 6-2 that right side is corresponding and declivity grommet 6-3, suspension cable 6 is installed respectively,
In addition, the lower surface of three root post 1-1 of described next joint bracing frame flatly fixedly mounts with bolt 8-1 the base plate 8 of equilateral triangle respectively, this base plate 8 can adopt thickness to be that the steel plate of 12mm ~ 14mm is made, described base plate 8 is embedded in concrete foundation, the ground device 8-2 adopting band iron to make is set respectively in the edge of described each base plate 8, and ground device 8-2 is embedded in ground, meanwhile, between the described top of going up the bracing frame of a joint most and concrete foundation, cable wind rope 9 is installed respectively.
During installation, bracing frame correspondence of next joint is fixedly mounted on the base plate 8 be embedded in concrete foundation, then one save and upwards fixedly mounts other bracing frames 1 successively with high-strength bolt, until go up a bracing frame with supporting plate 2-1 saved most; Then, go up most one joint bracing frame on install annulus beam 2, annulus beam 2 installs crossbeam 3 for this, this crossbeam 3 installs mast 5, this mast 5 should be in the center of crossbeam 3, then, left and right link and movable saddle 7 are installed, install suspension cable 6, cable wind rope 9 and install ground device 8-2, this ground device 8-2 should form the function of ground connection lightning protection, and this pylon not only volume is little, lightweight, safe and reliable, and transport in place and easy installation and removal, save cost, improve work efficiency.
Claims (10)
1. for a triangular tower for cableway of constructing, it is characterized in that: the triangular tower of this cableway that is used for constructing comprises tower body, upper ring beam (2), crossbeam (3), link (4), mast (5), suspension cable (6), movable saddle (7), base plate (8) and cable wind rope (9);
Described tower body respectively saves bracing frame (1) and goes up a joint bracing frame most from bottom to top assemble successively primarily of next joint bracing frame, centre, and next joint bracing frame, centre are respectively saved bracing frame (1) to save the structure of bracing frame identical with going up most one;
Described bracing frame (1) is primarily of column (1-1), horizon bar (1-2), diagonal brace (1-3), bolt seat board (1-4), limited post (1-5), position-limiting tube (1-6) and high-strength bolt (1-7) composition, described three root posts (1-1) are arranged in equilateral triangle, between the top ends of each column (1-1) adjacent between two and between the bottom of each adjacent between two column (1-1), the corresponding position being positioned at lateral surface is welded horizon bar (1-2) respectively, at the bolt seat board (1-4) that described each column (1-1) is welded fan-shaped with the inside line of adjacent level bar (1-2) intersection respectively, this bolt seat board (1-4) offers centre bolt hole and installs high-strength bolt (1-7), the upper end section of described each column (1-1) is welded limited post (1-5), and this limited post (1-5) exceeds the upper surface 20mm ~ 30mm of column (1-1), and the position-limiting tube (1-6) that is welded in the lower end section of described each column (1-1), and the length of this position-limiting tube (1-6) be 25mm ~ 35mm and make described limited post (1-5) and the position-limiting tube (1-6) on other bracing frame column in matched in clearance ground corresponding plug-in mounting, diagonal brace (1-3) is obliquely welded between the diagonal angle of this upper and lower horizon bar, in addition, the upper surface of three root posts (1-1) of going up a joint bracing frame most is flatly welded respectively circular supporting plate (2-1), described three pieces of supporting plates (2-1) are welded upper annulus beam (2), arrange at the position that the upper correspondence of described upper annulus beam (2) is positioned at center line left and right to crossbeam (3), between described crossbeam (3) with upper annulus beam (2) respectively corresponding clamp left and right two ∩ shape bolts (3-1), the lower end section of this ∩ shape bolt (3-1) is set with the rectangle backing plate (3-2) in strap bolt hole and fastening nut (3-3) and being fixedly connected with,
At left section of described crossbeam (3), right section is set with symmetrically link (4), at upper suspension active saddle (7) respectively of described link (4), vertically be welded in the centre of described crossbeam 3 mast (5), be welded at the top of described mast (5) mast cap (6-1), upper oblique cord ring (6-2) is welded respectively symmetrically in the left and right sides of described mast (5), and declivity grommet (6-3) is welded respectively at the two ends, left and right of crossbeam (3), in the left side of described mast (5), between the upper oblique cord ring (6-2) that right side is corresponding and declivity grommet (6-3), suspension cable (6) is installed respectively,
In addition, the lower surface of three root posts (1-1) of described next joint bracing frame flatly use bolt (8-1) to fixedly mount the base plate (8) of equilateral triangle respectively, described base plate (8) is embedded in concrete foundation, the ground device (8-2) adopting band iron to make is installed respectively in the edge of described each base plate (8), and ground device (8-2) is embedded in ground, meanwhile, between the described top of going up the bracing frame of a joint most and concrete foundation, cable wind rope (9) is installed respectively.
2. the triangular tower for cableway of constructing according to claim 1, is characterized in that the length of side of described bracing frame (1) × be highly 800 mm × 1508mm.
3. the triangular tower for cableway of constructing according to claim 1, is characterized in that described column (1-1) uses diameter × wall thickness to be that the seamless steel pipe of 159 mm × 6 mm ~ 168mm × 6mm is made.
4. the triangular tower for cableway of constructing according to claim 1, is characterized in that described horizon bar (1-2) adopts the length of side × length of side × wall thickness to be that the rectangular steel tube of 150 mm-14mm ~ 160, mm × 5, mm × 150 mm × 5, mm × 160 mm-16mm is made.
5. the triangular tower for cableway of constructing according to claim 1, is characterized in that and the seamless steel pipe that this diagonal brace (1-3) diameter × wall thickness is 70mm × 5mm is made.
6. the triangular tower for cableway of constructing according to claim 1, is characterized in that this supporting plate (2-1) adopts thickness to be that the steel plate of 12mm ~ 14mm is made.
7. the triangular tower for cableway of constructing according to claim 1, is characterized in that the diameter of annulus beam (2) on this is 800mm, and on this, annulus beam (2) adopts the length of side × length of side × wall thickness to be that the square steel pipe hot bending of 40mm × 40mm × 8mm forms.
8. the triangular tower for cableway of constructing according to claim 1, it is characterized in that this crossbeam (3) adopts H profile steel to make, the length of this crossbeam (3) is 4.0 m ~ 4.2m.
9. the triangular tower for cableway of constructing according to claim 1, is characterized in that this mast (5) adopts the seamless steel pipe that diameter × wall thickness is 159 mm ~ 168, mm × 6 mm × 6mm, length is 1000mm to be made.
10. the triangular tower for cableway of constructing according to claim 1, is characterized in that this base plate (8) adopts thickness to be that 12mm ~ 14mm steel plate is made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420422173.8U CN204023319U (en) | 2014-07-30 | 2014-07-30 | For the triangular tower of cableway of constructing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420422173.8U CN204023319U (en) | 2014-07-30 | 2014-07-30 | For the triangular tower of cableway of constructing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204023319U true CN204023319U (en) | 2014-12-17 |
Family
ID=52063208
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420422173.8U Expired - Fee Related CN204023319U (en) | 2014-07-30 | 2014-07-30 | For the triangular tower of cableway of constructing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204023319U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558382A (en) * | 2017-10-16 | 2018-01-09 | 中交路桥建设有限公司 | A kind of heavy type truss pipe support system |
| CN110005576A (en) * | 2019-03-25 | 2019-07-12 | 明阳智慧能源集团股份公司 | The wind-power electricity generation anemometer tower of accurate amendment verticality and its installation and maintaining method |
| CN110242941A (en) * | 2019-06-05 | 2019-09-17 | 五冶集团上海有限公司 | A kind of dysprosium lamp frame being used in turn |
-
2014
- 2014-07-30 CN CN201420422173.8U patent/CN204023319U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558382A (en) * | 2017-10-16 | 2018-01-09 | 中交路桥建设有限公司 | A kind of heavy type truss pipe support system |
| CN110005576A (en) * | 2019-03-25 | 2019-07-12 | 明阳智慧能源集团股份公司 | The wind-power electricity generation anemometer tower of accurate amendment verticality and its installation and maintaining method |
| CN110005576B (en) * | 2019-03-25 | 2023-12-22 | 明阳智慧能源集团股份公司 | Wind power generation wind tower capable of accurately correcting verticality and installation and maintenance method thereof |
| CN110242941A (en) * | 2019-06-05 | 2019-09-17 | 五冶集团上海有限公司 | A kind of dysprosium lamp frame being used in turn |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141217 |