CN102619148A - Combined freight cableway support - Google Patents
Combined freight cableway support Download PDFInfo
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- CN102619148A CN102619148A CN2012101077105A CN201210107710A CN102619148A CN 102619148 A CN102619148 A CN 102619148A CN 2012101077105 A CN2012101077105 A CN 2012101077105A CN 201210107710 A CN201210107710 A CN 201210107710A CN 102619148 A CN102619148 A CN 102619148A
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- 239000000758 substrate Substances 0.000 claims description 4
- 230000000712 assembly Effects 0.000 claims description 3
- 238000000429 assembly Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 8
- 238000003466 welding Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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Abstract
A combined freight cableway support particularly relates to a detachable freight cableway support for electric power construction. A plurality of cross girder connection boards are fixed at the top face of two groove steels of a cross girder through bolts, and two cross girder connection seats are fixed at the bottom face of the two groove steels of the cross girder through bolts. A pair of combination vertical columns is hinged on double-fork boards of each of the cross girder connection seats. Each of the combination vertical columns: the top and the bottom of four steel pipes are respectively inserted into four casing pipes distributed in a square shape on one of the connection seats, a plurality of diaphragm components are evenly distributed on the four steel pipes, and each of the diaphragm components is composed of four fasteners fixed on the four steel pipes and four angle steels connected between two of the fasteners. Four pulling rings are welded on each of the cross girder connection boards. The bottom of each of the combination vertical rods is hinged with a shoe board. The combined freight cableway support has the advantages of being simple in structure, convenient to transport and use, and safe and reliable, and particularly, steel pipes for combination vertical columns are capable of being rented nearby.
Description
Technical field
The present invention relates to cableway conveyer tool part of appliance, particularly relate to power construction with combined type freight ropeway support.
Background technology
Mountain construction, transport of materials are the influences of the big difficult point, particularly mountain area weather (rainy snow) of restriction duration; Be difficult to reduce the unsafe factor of construction cost and manpower transportation; Therefore, adopting the cableway transportation is to practice thrift construction cost, guarantees the effective means of construction speed.
Freight ropeway is increasingly extensive in application in engineering at present, two kinds of general simple and easy legs of employing of its ropeway supporting trestle and steel brackets.There are shortcomings such as too simple, lack of standardization, that bearing capacity is unstable, potential safety hazard is big in simple and easy legs.The column of steel bracket generally adopts multistage diameter 150mm and above steel pipe to connect combination through flange, and structural strength has obtained guarantee, but also exists transportation use cost high shortcoming, especially strange land cost of wheeling high.
Summary of the invention
The purpose of this invention is to provide a kind of column can field-installed combined type freight ropeway support.
The objective of the invention is to realize like this: a kind of combined type freight ropeway support; Comprise column; Connecting understructure is: the base plate bottom surface is welded with as four steel pipes and is inserted in fixing four sleeve pipes that are arranged in squares, and plate top surface is welded with engaging lug, and the base plate bottom surface is welded with junction plate;
Said column is the combination column: the top that is four steel pipes of arranged in squares all is fixed with the bottom and is connected base; Be uniformly distributed with on four steel pipes and be provided with a plurality of tabula assemblies; Four angle steel between the fastener constitute each tabula assembly by being separately fixed at four fasteners on four steel pipes and being connected in twos; Be fixed with the steel wire loop that tightens up between two junction plates of the connection base of combination column top and bottom, the engaging lug of the connection base of combination column bottom is hinged on the footwear plate;
Crossbeam is made up of left and right two spaced-apart channel-section steels, and the opening of left channel-section steel left, and the opening of right channel-section steel to the right; A plurality of rectangular cross-beam connecting plates are through the end face of two channel-section steels being bolted to crossbeam, and four edges of each cross-beam connecting plate all are welded with draw ring; The bottom surface of two channel-section steels of crossbeam is on the substrate that is bolted to the first crossbeam Connection Block and the second crossbeam Connection Block; Distribution is hinged with a pair of combination column between the fixing two fork plates of the base plate bottom of the first crossbeam Connection Block, and distribution is hinged with another to the combination column between the fixing two fork plates of the base plate bottom of the second crossbeam Connection Block.
Above-mentioned footwear plate vertically is welded on the square plate by two parallel-plates and constitutes, and is evenly equipped with on the square plate as squeezing into four fine holes of steel earthward.
Two channel-section steels of above-mentioned crossbeam protruding formation cantilever beam structure on two pairs of combination columns.
Above-mentioned cross-beam connecting plate is three: first cross-beam connecting plate is arranged on directly over the first crossbeam Connection Block, and second cross-beam connecting plate is arranged on directly over the second crossbeam Connection Block, and the 3rd cross-beam connecting plate is arranged on the top of the overhanging termination of crossbeam.
Also have the 4th cross-beam connecting plate, the 4th cross-beam connecting plate is arranged on the bottom of the overhanging termination of crossbeam.
Above-mentioned fastener structures is: left semi-ring right-hand member and right semi-ring left end are hinged; Be welded with left junction plate on the semi-ring left end of a left side; Be welded with right junction plate on the right semi-ring right-hand member, right semi-ring bottom is welded with lower connecting plate, all has the bolt connection on left junction plate, right junction plate and the lower connecting plate and uses the hole.
Advantage of the present invention is: simple in structure, the transportation esy to use, safe and reliable; Especially make up column (adopt four steel pipes and other annex as; Connecting assembled on site such as base, tabula assembly and footwear plate forms) steel pipe of usefulness can rent nearby; Significantly practice thrift transportation working service cost, have good application prospects.
Description of drawings
Fig. 1, Fig. 2 be respectively this ropeway supporting trestle front view and left view.
Fig. 3, Fig. 4, Fig. 5 are respectively front view, right view and the vertical views that connects base.
Fig. 6, Fig. 7 are respectively the front view and the left views of crossbeam Connection Block shown in Figure 1.
Fig. 8 is the elevation of cross-beam connecting plate shown in Figure 1.
Fig. 9 is the front view of tabula assembly shown in Figure 1 along the A-A line.
Figure 10, Figure 11 are respectively the front views of two kinds of opening angles of fastener shown in Figure 9.
Figure 12 is the front view that fastener shown in Figure 10 closes up state.
Figure 13, Figure 14 are respectively the lateral view and the vertical views of footwear plate shown in Figure 1.
The specific embodiment
Fig. 1, Fig. 2 illustrate; The present invention includes column; Connecting understructure is: base plate 1d bottom surface is welded with as four steel pipe 1a and is inserted in fixing four sleeve pipe 1e that are arranged in squares, and plate top surface is welded with engaging lug 1f and engaging lug deep floor 1g, and the base plate bottom surface is welded with junction plate 1h; Column is the combination column: the top that is four steel pipe 1a of arranged in squares all is fixed with the bottom and is connected base; Be uniformly distributed with on four steel pipe 1a and be provided with a plurality of tabula assemblies; Four angle steel 1b between the fastener constitute each tabula assembly by being separately fixed at four fastener 1c on four steel pipe 1a and being connected in twos; Be fixed with the steel wire loop 1i that tightens up between two junction plates of the connection base of combination column top and bottom, the engaging lug of the connection base of combination column bottom is hinged on the footwear plate 11; Crossbeam 5 is made up of left and right two spaced-apart channel-section steels, and the opening of left channel-section steel left, and the opening of right channel-section steel to the right; A plurality of rectangular cross-beam connecting plates 6 are through the end face of two channel-section steels being bolted to crossbeam, and four edges of each cross-beam connecting plate all are welded with draw ring 6a; The bottom surface of two channel-section steels of crossbeam is on the substrate that is bolted to the first crossbeam Connection Block 4 and the second crossbeam Connection Block 7; Distribution is hinged with a pair of combination column 1 between two fork plates that the base plate bottom of the first crossbeam Connection Block 4 is fixed; Distribution is hinged with another to combination column (Fig. 2 illustrates one of them combination column 3) between two fork plates that the base plate bottom of 2, the second crossbeam Connection Blocks 7 is fixed.Referring to Fig. 3 Fig. 4 Fig. 5, four casing pipe sleeves that connect base are fixed through holding screw on four steel pipes again.Referring to Fig. 8, have six bolts hole (each three on left and right limit) on the cross-beam connecting plate.Referring to Fig. 7, have four bolts hole (each two on left and right limit) on the substrate of crossbeam Connection Block, two fork plates of base plate bottom welding i.e. two vertical plate.
Referring to Figure 13, Figure 14, footwear plate 11 vertically is welded on the square plate by two parallel-plates and constitutes, and is evenly equipped with on the square plate as squeezing into four fine holes of steel earthward.
Referring to Fig. 2, two channel-section steels of crossbeam protruding formation cantilever beam structure on two pairs of combination columns.Cross-beam connecting plate 6 is three: first cross-beam connecting plate 6 is arranged on directly over the first crossbeam Connection Block 4, and second cross-beam connecting plate 8 is arranged on directly over the second crossbeam Connection Block 7, and the 3rd cross-beam connecting plate 9 is arranged on the top of the overhanging termination of crossbeam.The 4th cross-beam connecting plate 10 is arranged on the bottom of the overhanging termination of crossbeam.
Referring to Figure 10, Figure 11, Figure 12; Fastener 1c structure is: left semi-ring 1c1 right-hand member and right semi-ring 1c2 left end are hinged; Be welded with left junction plate 1c4 on the semi-ring left end of a left side; Be welded with right junction plate 1c3 on the right semi-ring right-hand member, right semi-ring bottom is welded with lower connecting plate 1c5, all has the bolt connection on left junction plate, right junction plate and the lower connecting plate and uses the hole.(referring to Figure 12) was fixing by the bolt connection when left and right junction plate closed up, and simultaneously, this bolt supplies angle steel (perforate on the angle steel) to connect.Adorn a bolt on the hole of lower connecting plate, connect in order to penetrate another angle steel.
The present invention mainly is made up of combination column and crossbeam, and wherein, the combination column is combined by four steel pipes, tabula assembly (general 3), connection base (two), steel wire loop and footwear plate; Two channel-section steels of crossbeam are connected to form integral body through cross-beam connecting plate, crossbeam Connection Block; Two fork plates of crossbeam Connection Block are connected base with combination column top engaging lug employing is worn pin and is fixed.Insert respectively in the sleeve pipe that connects base at four steel pipe two ends of combination column, tightens up through steel wire loop, flower basket bolt between upper and lower two junction plates that connect on the base, guarantees that pillar construction is stable.On the combination column multilayer (as 3 layers) tabula assembly is set, the tabula assembly is formed by fastener, angle steel, bolt combination.Engaging lug on the connection base of combination column upper end inserts two fork plates of crossbeam Connection Block, connects through latch, thereby realizes being connected of combination column and crossbeam.Crossbeam is combined by two channel-section steels, and last plane connects through cross-beam connecting plate, and lower plane connects through the crossbeam Connection Block.Be welded with (four) draw ring on the cross-beam connecting plate, be used to connect backguy, guarantee that support is stable.Connecting base, is four sleeve pipes of symmetry welding on square steel plate, and last face bonding is lug in succession, is used for being connected with the crossbeam Connection Block, and lower plane is welded to connect plate, is used for tightening up through steel wire loop, leading screw, guarantees that the combination pillar construction is stable.In that (hinged) footwear plate is installed, squeeze into drill rod earthward on the connection base of combination column lower end, guarantee that the column bottom is stable through the hole on the footwear plate.
Claims (6)
1. combined type freight ropeway support; Comprise; Column is characterized in that, connects understructure to be: base plate (1d) bottom surface is welded with as four steel pipes (1a) and is inserted in fixing four sleeve pipes (1e) that are arranged in squares; Plate top surface is welded with engaging lug (1f), and the base plate bottom surface is welded with junction plate (1h);
Said column is the combination column: the top that is four steel pipes (1a) of arranged in squares all is fixed with the bottom and is connected base; Be uniformly distributed with on four steel pipes (1a) and be provided with a plurality of tabula assemblies; Four angle steel (1b) between the fastener constitute each tabula assembly by being separately fixed at four fasteners (1c) on four steel pipes (1a) and being connected in twos; Be fixed with the steel wire loop (1i) that tightens up between two junction plates of the connection base of combination column top and bottom, the engaging lug of the connection base of combination column bottom is hinged on the footwear plate (11);
Crossbeam is made up of left and right two spaced-apart channel-section steels, and the opening of left channel-section steel left, and the opening of right channel-section steel to the right; A plurality of rectangular cross-beam connecting plates (6) are through the end face of two channel-section steels being bolted to crossbeam, and four edges of each cross-beam connecting plate all are welded with draw ring (6a); The bottom surface of two channel-section steels of crossbeam is on the substrate that is bolted to the first crossbeam Connection Block (4) and the second crossbeam Connection Block (7); Distribution is hinged with a pair of combination column (1 between two fork plates (4b) that the base plate bottom of the first crossbeam Connection Block (4) is fixed; 2), distribution is hinged with another to the combination column between the fixing two fork plates of the base plate bottom of the second crossbeam Connection Block (7).
2. combined type freight ropeway support according to claim 1 is characterized in that, said footwear plate (11) vertically is welded on the square plate by two parallel-plates and constitutes, and is evenly equipped with on the square plate as squeezing into four fine holes of steel earthward.
3. combined type freight ropeway support according to claim 2 is characterized in that, two channel-section steels of said crossbeam protruding formation cantilever beam structure on two pairs of combination columns.
4. combined type freight ropeway support according to claim 3; It is characterized in that; Said cross-beam connecting plate (6) is three: first cross-beam connecting plate (6) is arranged on directly over the first crossbeam Connection Block (4); Second cross-beam connecting plate (8) is arranged on directly over the second crossbeam Connection Block (7), and the 3rd cross-beam connecting plate (9) is arranged on the top of the overhanging termination of crossbeam.
5. combined type freight ropeway support according to claim 4 is characterized in that also having the 4th cross-beam connecting plate, and the 4th cross-beam connecting plate (10) is arranged on the bottom of the overhanging termination of crossbeam.
6. according to the described combined type freight ropeway of the arbitrary claim of claim 1～5 support; It is characterized in that; Said fastener (1c) structure is: left semi-ring (1c1) right-hand member and right semi-ring (1c2) left end are hinged, are welded with left junction plate (1c4) on the left semi-ring left end, are welded with right junction plate (1c3) on the right semi-ring right-hand member; Right semi-ring bottom is welded with lower connecting plate (1c5), all has the bolt connection on left junction plate, right junction plate and the lower connecting plate and uses the hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201210107710 CN102619148B (en) | 2012-04-13 | 2012-04-13 | Combined freight cableway support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201210107710 CN102619148B (en) | 2012-04-13 | 2012-04-13 | Combined freight cableway support |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102619148A true CN102619148A (en) | 2012-08-01 |
| CN102619148B CN102619148B (en) | 2013-12-25 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201210107710 Active CN102619148B (en) | 2012-04-13 | 2012-04-13 | Combined freight cableway support |
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| Country | Link |
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| CN (1) | CN102619148B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105317265A (en) * | 2015-11-12 | 2016-02-10 | 巨力索具股份有限公司 | Cableway fast-assembly tower and design method and building method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB130008A (en) * | 1917-10-05 | 1919-07-31 | James Arthur Leeming | Improvements in and relating to Ropeways. |
| WO2002081845A1 (en) * | 2001-04-09 | 2002-10-17 | Fountain Technologies B.V. | Apparatus and method for erecting a lamp post or the like |
| CN202509343U (en) * | 2012-04-13 | 2012-10-31 | 四川电力送变电建设公司 | Combined type cargo ropeway supporting trestle |
-
2012
- 2012-04-13 CN CN 201210107710 patent/CN102619148B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB130008A (en) * | 1917-10-05 | 1919-07-31 | James Arthur Leeming | Improvements in and relating to Ropeways. |
| WO2002081845A1 (en) * | 2001-04-09 | 2002-10-17 | Fountain Technologies B.V. | Apparatus and method for erecting a lamp post or the like |
| CN202509343U (en) * | 2012-04-13 | 2012-10-31 | 四川电力送变电建设公司 | Combined type cargo ropeway supporting trestle |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105317265A (en) * | 2015-11-12 | 2016-02-10 | 巨力索具股份有限公司 | Cableway fast-assembly tower and design method and building method thereof |
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| Publication number | Publication date |
|---|---|
| CN102619148B (en) | 2013-12-25 |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: STATE GRID CORPORATION OF CHINA Effective date: 20121226 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20121226 Address after: 610051 Chenghua District, Chengdu, Cui Cui shop north road, No. 1, No. 6, Sichuan Applicant after: Sichuan Electric Power Transmission & Transformation Construction Co., Ltd. Applicant after: State Grid Corporation of China Address before: 610051 Chenghua District, Chengdu, Cui Cui shop north road, No. 1, No. 6, Sichuan Applicant before: Sichuan Electric Power Transmission & Transformation Construction Co., Ltd. |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |