CN205347899U - Monorail train pillar construction - Google Patents
Monorail train pillar construction Download PDFInfo
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- CN205347899U CN205347899U CN201620134586.5U CN201620134586U CN205347899U CN 205347899 U CN205347899 U CN 205347899U CN 201620134586 U CN201620134586 U CN 201620134586U CN 205347899 U CN205347899 U CN 205347899U
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- suspension
- suspension cable
- head tree
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- guide rail
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Abstract
The utility model discloses a monorail train pillar construction, including supporting head tree, Y type suspension, suspension cable frame and suspension cable, Y type suspension set up and to support head tree upper portion, support head tree top be provided with the suspension cable frame, support the head tree top as the cable support tower, suspension cable frame on be provided with the suspension cable, the one end of suspension cable is installed on the suspension cable frame, the other end of suspension cable is hung on the guide rail. Be provided with the connection buckle on Y type suspension, it mainly is in order to make Y type suspension form a stable triangle atress structure to connect setting up of buckle, it receives the force intensity to improve Y type suspension, additionally, it can also be connected with the guide rail to connect the buckle, increase the joint strength of guide rail and Y type suspension, support the head tree top as the cable support tower, it is provided with the suspension cable frame to support the head tree top, the one end of suspension cable is installed on the suspension cable frame, the other end of suspension cable is hung on the guide rail, through setting up the suspension cable quantity that the train pier stud set up that can significantly reduce.
Description
Technical field
This utility model relates to a kind of steel structure pier stud field, is specifically related to a kind of monorail train pillarwork.
Background technology
Suspension type fast public traffic system, is primarily referred to as whole system and all adopts the form of overpass, a kind of station design that Vehicle suspension runs on track girder.Elevated structure is mainly made up of track girder, pier stud and basis, and track girder and pier stud all adopt steel structural form, and basis adopts reinforced concrete bored pile form.
Generally, substructure of standard bridge (track girder), two-wire adopts Y type pier stud (as shown in Figure 1).Y type pillarwork hangs the guide rail of certain length by a hitch point, in order to improve pillarwork, guide rail is lifted intensity, it is all comparatively intensive that Y type pier stud is arranged, so will result in the waste of ground space, too increase the construction cost of Y type pier stud simultaneously, it addition, the Y type suspension beam stress of the both sides of Y type pier stud is also unreasonable, it is easy to overstress causes damaging.
Utility model content
Namely the purpose of this utility model is in that to overcome the deficiencies in the prior art, it is provided that a kind of monorail train pillarwork, solves that Y type pier stud force structure is unreasonable and Y type pier stud arranges the problem too much causing waste.
Of the present utility model it is achieved through the following technical solutions: a kind of monorail train pillarwork, including supporting head tree, Y type suspension, suspension cable frame and suspension cable, described Y type suspension is arranged on support head tree top, described support head tree top is provided with suspension cable frame, support head tree top as Sarasota, being provided with suspension cable on described suspension cable frame, one end of suspension cable is arranged on suspension cable frame, and the other end of suspension cable hangs on guide rail.
Further, described Y type suspension being provided with connection buckle, described junction button sleeve-board is supporting on head tree.The setting of connection buckle is primarily to and makes Y type suspension one stable triangle force structure of formation, improves Y type suspension by force intensity, can also be connected with guide rail it addition, connect buckle, the bonding strength of increase guide rail and Y type suspension.
Further, described connection buckle is concave structure, can be connected with guide rail to connect buckle, increases the bonding strength of guide rail and Y type suspension.
Further, described support head tree is conical column, adds the stability supporting head tree, meanwhile, decreases the loading capacity supporting head tree.
Further, described support head tree adopts square steel structure.
Further, described suspension cable is hinged with suspension cable frame, it is simple to the later stage installs with train guide rail and coordinates.
This utility model is compared with prior art, have such advantages as and beneficial effect: on Y type suspension, be provided with connection buckle, the setting of connection buckle is primarily to and makes Y type suspension form a stable triangle force structure, improve Y type suspension by force intensity, additionally, connect buckle to be connected with guide rail, increase the bonding strength of guide rail and Y type suspension, support head tree top as Sarasota, support head tree top and be provided with suspension cable frame, one end of suspension cable is arranged on suspension cable frame, the other end of suspension cable hangs on guide rail, the quantity that train pier stud is arranged can be greatly reduced by arranging suspension cable.
Accompanying drawing explanation
Accompanying drawing described herein is used for providing being further appreciated by this utility model embodiment, constitutes the part of the application, is not intended that the restriction to this utility model embodiment.In the accompanying drawings:
Fig. 1 is the schematic diagram of existing monorail train pillarwork；
Fig. 2 is the schematic diagram of a kind of monorail train pillarwork of this utility model；
Fig. 3 is the enforcement schematic diagram of a kind of monorail train pillarwork of this utility model；
Labelling and corresponding parts title in accompanying drawing:
1-supports head tree, 2-Y type suspension, 3-suspension cable frame, 4-suspension cable, and 5-connects buckle, 6-train rail.
Detailed description of the invention
For making the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail, exemplary embodiment of the present utility model and explanation thereof are only used for explaining this utility model, are not intended as restriction of the present utility model.
As Figure 2-3, this utility model one monorail train pillarwork, including supporting head tree 1, Y type suspension 2, suspension cable frame 3 and suspension cable 4, Y type suspension 2 is arranged on support head tree 1 top, train guide rail 6 is suspended on the cantilever of Y type suspension 2 both sides, support head tree 1 top and be provided with suspension cable frame 3, described suspension cable frame 3 is provided with multiple skew cables 4, one end of suspension cable 4 is arranged on suspension cable frame 3, the other end of suspension cable 4 hangs on train guide rail 6, similar bridge suspension cable structure, has changed train guide rail 6 into bridge floor.
Y type suspension 2 is provided with connection buckle 5, connects buckle 5 and be enclosed within support head tree 1.Connecting buckle 5 is concave structure, the setting of connection buckle 5 is primarily to and makes Y type suspension 2 form a stable triangle force structure, improve Y type suspension 2 by force intensity, additionally, connect buckle 5 to be connected with train guide rail 6, increase the bonding strength of train guide rail 6 and Y type suspension 2, connect buckle 5 and be connected with Y type suspension 2 and train guide rail 6 installation by bolt.Supporting head tree 1 is conical column, and big upper end, lower end is little, is conducive to structure stress stable.Support head tree 1 and adopt square steel structure.Suspension cable 4 is hinged with suspension cable frame 3, it is simple to the later stage installs with train guide rail 6 and coordinates.
Above-described detailed description of the invention; the purpose of this utility model, technical scheme and beneficial effect have been further described; it is it should be understood that; the foregoing is only detailed description of the invention of the present utility model; it is not used to limit protection domain of the present utility model; all within spirit of the present utility model and principle, any amendment of making, equivalent replacement, improvement etc., should be included within protection domain of the present utility model.
Claims (6)
1. a monorail train pillarwork, including supporting head tree (1), Y type suspension (2), suspension cable frame (3) and suspension cable (4), it is characterized in that: described Y type suspension (2) is arranged on support head tree (1) top, described support head tree (1) top is provided with suspension cable frame (3), and described suspension cable frame (3) is provided with suspension cable (4).
2. a kind of monorail train pillarwork according to claim 1, it is characterised in that: being provided with connection buckle (5) on described Y type suspension (2), described connection buckle (5) is enclosed within support head tree (1).
3. a kind of monorail train pillarwork according to claim 2, it is characterised in that: described connection buckle (5) is concave structure.
4. a kind of monorail train pillarwork according to claim 1, it is characterised in that: described support head tree (1) is conical column.
5. a kind of monorail train pillarwork according to any one of claim 1-4, it is characterised in that: described support head tree (1) adopts square steel structure.
6. a kind of monorail train pillarwork according to claim 5, it is characterised in that: described suspension cable (4) is hinged with suspension cable frame (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620134586.5U CN205347899U (en) | 2016-02-23 | 2016-02-23 | Monorail train pillar construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620134586.5U CN205347899U (en) | 2016-02-23 | 2016-02-23 | Monorail train pillar construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205347899U true CN205347899U (en) | 2016-06-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620134586.5U Active CN205347899U (en) | 2016-02-23 | 2016-02-23 | Monorail train pillar construction |
Country Status (1)
| Country | Link |
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| CN (1) | CN205347899U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106114521A (en) * | 2016-07-18 | 2016-11-16 | 中唐空铁集团有限公司 | New forms of energy extended-range overhead rail train and use the empty ferrum system of this train |
| CN106192615A (en) * | 2016-06-30 | 2016-12-07 | 四川行之知识产权运营服务有限公司 | A kind of monorail train pillarwork |
| CN107354946A (en) * | 2017-08-16 | 2017-11-17 | 中铁第四勘察设计院集团有限公司 | A kind of supporting construction of encorbelmenting for foundation pit steel support |
-
2016
- 2016-02-23 CN CN201620134586.5U patent/CN205347899U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192615A (en) * | 2016-06-30 | 2016-12-07 | 四川行之知识产权运营服务有限公司 | A kind of monorail train pillarwork |
| CN106114521A (en) * | 2016-07-18 | 2016-11-16 | 中唐空铁集团有限公司 | New forms of energy extended-range overhead rail train and use the empty ferrum system of this train |
| CN107354946A (en) * | 2017-08-16 | 2017-11-17 | 中铁第四勘察设计院集团有限公司 | A kind of supporting construction of encorbelmenting for foundation pit steel support |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160909 Address after: 610000 Sichuan province Chengdu City Industrial Zone Shuangliu Southwest Airport Economic Development Zone Patentee after: The empty iron Group Co. Ltd. Address before: 610000 Sichuan Province, Chengdu Tianfu Avenue North 966 No. 4 Building 1 unit 8 Building No. 1 Patentee before: SICHUAN ZHONGDE KONGTIE TECHNOLOGY CO., LTD. |
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| TR01 | Transfer of patent right |
Effective date of registration: 20161220 Address after: 610000 Sichuan Province, Chengdu Tianfu Avenue North 966 No. 4 Building 1 unit 8 Building No. 1 Patentee after: Sichuan Tang empty iron Technology Co. Ltd. Address before: 610000 Sichuan province Chengdu City Industrial Zone Shuangliu Southwest Airport Economic Development Zone Patentee before: The empty iron Group Co. Ltd. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 610000 Sichuan Province, Chengdu Tianfu Avenue North 966 No. 4 Building 1 unit 8 Building No. 1 Patentee after: Mid Tang air Iron Technology Co., Ltd. Address before: 610000 Sichuan Province, Chengdu Tianfu Avenue North 966 No. 4 Building 1 unit 8 Building No. 1 Patentee before: Sichuan Tang empty iron Technology Co. Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210513 Address after: 610000 Industrial Development Zone of Southwest Airport Economic Development Zone, Shuangliu District, Chengdu City, Sichuan Province Patentee after: HEIDONG TECHNOLOGY Co.,Ltd. Address before: 610000 North Section of Tianfu Avenue, Chengdu High-tech Zone, Sichuan Province Patentee before: ZTSR TECHNOLOGY Co.,Ltd. |
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| TR01 | Transfer of patent right |