CN207244453U - A kind of suspension bridge light anchorage mast apparatus - Google Patents
A kind of suspension bridge light anchorage mast apparatus Download PDFInfo
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- CN207244453U CN207244453U CN201720335805.0U CN201720335805U CN207244453U CN 207244453 U CN207244453 U CN 207244453U CN 201720335805 U CN201720335805 U CN 201720335805U CN 207244453 U CN207244453 U CN 207244453U
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Abstract
The utility model provides a kind of suspension bridge light anchorage mast apparatus, including dissipating cable saddle buttress, two facade truss structures and crossbeam, facade truss structure lower end is connected with the built-in fitting on scattered cable saddle buttress, two facade truss structure upper ends are connected by crossbeam, and crossbeam both ends are both provided with workbench.Facade truss structure includes long column, short column, short lateral and long lateral, the long column is connected with the upper end of short column by long lateral, connected between the lower end of short column and long column by short lateral, long column lower end is fixed on scattered cable saddle buttress, and short column lower end is fixed on the anchor wall on scattered cable saddle buttress.The present apparatus is simple in structure to be easily assembled, it can meet on-site hoisting requirement but also convenience in transport, installation, processing, realize simplified construction and installation, possesses enough intensity, meet the construction demand in suspension cable Superstructure Construction each stage, workbench is provided for top construction, great deal of steel is saved compared with traditional anchor ingot.
Description
Technical field
The utility model belongs to field of bridge construction, more particularly to a kind of suspension bridge light anchorage mast apparatus.
Background technology
The function of traditional suspension bridge anchor ingot door frame includes:Dissipate cable saddle lifting, translation, in place, trailer system, Mao Dao in cat road
Support steering-effecting is played in door frame track cable erection process, further includes the Serial regulation for cat road track cable, cat road track cable is torn open
Except when main workbench is provided.The work of door frame can be given full play in suspension bridge superstructure installation each stage
With.In the numerous functions of anchor ingot door frame, the lifting, translation, constructing operation in place for dissipating cable saddle are larger on the door due to dissipating cable saddle tonnage
The Structural strength calls of frame are higher, and traditional anchor ingot gantry design is more complicated, more using steel, if can use other techniques will
Dissipate cable saddle lifting to be installed in place, the structure that can make anchor ingot door frame is greatly simplified, and the anchor ingot door frame after simplifying still can be with
Meet support steering-effecting or workbench is provided.
Utility model content
In order to overcome traditional anchor ingot gantry design more complicated, using steel it is more the problem of, the utility model provide one
Kind of suspension bridge light anchorage mast apparatus, the present apparatus is simply easily assembled, it is reasonable in design it is simple, can meet suspension cable superstructure
Construct the construction demand in each stage, provide workbench for top construction, great deal of steel can be saved compared with traditional anchor ingot
Light anchorage mast apparatus.
The technical solution adopted in the utility model is：
A kind of suspension bridge light anchorage mast apparatus, including cable saddle buttress, two facade truss structures and crossbeam are dissipated, it is described
Facade truss structure lower end is connected with the built-in fitting on scattered cable saddle buttress, and described two facade truss structure upper ends are connected by crossbeam
Connect, crossbeam both ends are both provided with workbench.
The facade truss structure includes long column, short column, short lateral and long lateral, the long column and short column
Upper end connected by long lateral, crossbeam is fixed in long lateral, is connected between the lower end of short column and long column by short lateral
Connect, the long column lower end is fixed on scattered cable saddle buttress, and the short column lower end is fixed on the anchor wall on scattered cable saddle buttress.
Diagonal brace is equipped between the long column and long lateral, short column also is provided with diagonal brace with long lateral.
The workbench has bracket stull, and the bracket stull is connected with crossbeam, and in same level.
Corbels support is equipped between the bracket stull and short column and long column.
The facade truss structure is connected with the built-in fitting on scattered cable saddle buttress by foundation bolt.
The crossbeam is four.
The beneficial effects of the utility model are：
The utility model is played an important role using the LWT anchor ingot mast apparatus provided in suspension bridge Superstructure Construction,
This mast apparatus is simple in structure, is easily assembled, and can meet on-site hoisting requirement.Energy convenience in transport, installation, processing again, realize
Simplify construction and installation, structure possesses enough intensity, can meet the construction demand in suspension cable Superstructure Construction each stage, to be upper
Portion's construction provides workbench, and great deal of steel can be saved compared with traditional anchor ingot.
It is further detailed below with reference to attached drawing.
Brief description of the drawings
Fig. 1 the utility model structural facades schematic diagrames.
Fig. 2 the utility model structure Section A-A figures.
Fig. 3 the utility model structure section B-B figures.
In figure：1st, long column；2nd, short column；3rd, short lateral；4th, diagonal brace；5th, built-in fitting；6th, long lateral；7th, bracket diagonal brace；
8th, workbench；9th, bracket stull；10th, crossbeam.
Embodiment
Embodiment 1：
In order to overcome traditional anchor ingot gantry design more complicated, using steel it is more the problem of, the utility model provide such as
A kind of suspension bridge light anchorage mast apparatus shown in Fig. 1, the present apparatus is simply easily assembled, it is reasonable in design it is simple, can meet
The construction demand in suspension cable Superstructure Construction each stage, provides workbench for top construction, can be saved compared with traditional anchor ingot
Save the light anchorage mast apparatus of great deal of steel.
A kind of suspension bridge light anchorage mast apparatus, including dissipate cable saddle buttress, two facade truss structures and crossbeam 10, institute
State facade truss structure lower end to be connected with the built-in fitting 5 on scattered cable saddle buttress, described two facade truss structure upper ends pass through horizontal stroke
Beam 10 connects, and 10 both ends of crossbeam are both provided with workbench 8.
In the present embodiment, facade truss structure is welded in processing factory before door frame installation and completed, overall when installing door frame
Lifting is in place, is connected with the built-in fitting 5 on scattered cable saddle buttress.Facade truss structure carries out crossbeam 10 and connects, most after installation is complete
The construction of workbench 8 is carried out afterwards.Complete the assembling of the utility model suspension bridge light anchorage mast apparatus.
This utility model plays an important role in suspension bridge Superstructure Construction, this mast apparatus is simple in structure, is easily assembled,
It can meet on-site hoisting requirement.Energy convenience in transport, installation, processing again, realize simplified construction and installation, structure possesses enough
Intensity, can meet the construction demand in suspension cable Superstructure Construction each stage, workbench be provided for top construction, with traditional anchor
Ingot, which is compared, can save great deal of steel.
Embodiment 2：
On the basis of above-described embodiment, in the present embodiment, the facade truss structure includes long column 1, short vertical
Column 2, short lateral 3 and long lateral 6, the upper end of the long column 1 and short column 2 are connected by long lateral 6, and crossbeam 10 is fixed on length
In lateral 6, connected between the lower end of short column 2 and long column 1 by short lateral 3, long 1 lower end of column is fixed on scattered cable saddle
On buttress, short 2 lower end of column is fixed on the anchor wall on scattered cable saddle buttress.
Diagonal brace 4 is equipped between the long column 1 and long lateral 6, short column 2 also is provided with diagonal brace 4 with long lateral 6.
As shown in Fig. 2, the workbench 8 has bracket stull 9, the bracket stull 9 is connected with crossbeam 10, and position
In in same level.
Corbels support 7 is equipped between the bracket stull 9 and short column 2 and long column 1.
The facade truss structure is connected with the built-in fitting 5 on scattered cable saddle buttress by foundation bolt.
As described in Figure 3, in the present embodiment, the crossbeam 10 is four.Two facade truss structure upper ends pass through four horizontal strokes
Beam connects, securely and reliably.
As shown in Figure 1, 2, a kind of suspension bridge light anchorage mast apparatus, is bolted including at least one and crossbeam 10
Facade truss structure, the facade truss structure include long column 1, short column 2, short lateral 3, long lateral 6, diagonal brace 4.Institute
The crossbeam 10 stated is bolted with facade truss structure by connecting plate.Further include both sides workbench 8, the workbench
8 lower parts are supported by bracket diagonal brace 7, bracket stull 9, and top is laid with channel steel longeron, crossbeam, guardrail etc..
During main cable erection, 2 directive wheels are installed below anchor ingot door frame crossbeam 10, are main push-towing rope trailer system steel wire
Rope provides support turning function；After the completion of the erection of cat road door frame track cable, cat road door frame track cable is welded on anchor ingot door frame
Turn cable saddle, support turning function is provided for cat road door frame track cable；In cat road Demolition Construction, placed on cat road door frame crossbeam
The lifting crossing system that 8t hoist engines are removed with tower top hoist engine composition cat road track cable, Bing Weimao roads track cable, which is removed, provides work
Make platform 8.
The utility model is played an important role using the LWT anchor ingot mast apparatus provided in suspension bridge Superstructure Construction,
This mast apparatus is simple in structure, is easily assembled, and can meet on-site hoisting requirement.Energy convenience in transport, installation, processing again, realize
Simplify construction and installation, structure possesses enough intensity, can meet the construction demand in suspension cable Superstructure Construction each stage, to be upper
Portion's construction provides workbench, and great deal of steel can be saved compared with traditional anchor ingot.
Exemplified as above is only for example, not forming to the scope of protection of the utility model to the utility model
Limitation, it is every to be belonged to the same or similar design of the utility model within the scope of protection of the utility model.
Claims (1)
- A kind of 1. suspension bridge light anchorage mast apparatus, it is characterised in that：Including dissipate cable saddle buttress, two facade truss structures and Crossbeam（10）, the built-in fitting on the facade truss structure lower end and scattered cable saddle buttress（5）Connection, described two facade truss knots Structure upper end passes through crossbeam（10）Connection, crossbeam（10）Both ends are both provided with workbench（8）；The facade truss structure includes Long column（1）, short column（2）, short lateral（3）With long lateral（6）, the long column（1）With short column（2）Upper end pass through length Lateral（6）Connection, crossbeam（10）It is fixed on long lateral（6）On, short column（2）Lower end and long column（1）Between by short flat Connection（3）Connection, the long column（1）Lower end is fixed on scattered cable saddle buttress, the short column（2）Lower end is fixed on scattered cable saddle branch On anchor wall on pier；The long column（1）With long lateral（6）Between be equipped with diagonal brace（4）, short column（2）With long lateral（6）Also set There is diagonal brace（4）；The workbench（8）Have bracket stull（9）, the bracket stull（9）With crossbeam（10）Connection, and position In in same level；The bracket stull（9）With short column（2）With long column（1）Between be equipped with corbels support（7）；Institute State facade truss structure and the built-in fitting on scattered cable saddle buttress（5）Connected by foundation bolt；The crossbeam（10）For four.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720335805.0U CN207244453U (en) | 2017-03-31 | 2017-03-31 | A kind of suspension bridge light anchorage mast apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720335805.0U CN207244453U (en) | 2017-03-31 | 2017-03-31 | A kind of suspension bridge light anchorage mast apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207244453U true CN207244453U (en) | 2018-04-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720335805.0U Active CN207244453U (en) | 2017-03-31 | 2017-03-31 | A kind of suspension bridge light anchorage mast apparatus |
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| CN (1) | CN207244453U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110467113A (en) * | 2019-08-28 | 2019-11-19 | 四川路桥桥梁工程有限责任公司 | Large-tonnage tunnel anchorage dissipates cable saddle hanging apparatus and method |
-
2017
- 2017-03-31 CN CN201720335805.0U patent/CN207244453U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110467113A (en) * | 2019-08-28 | 2019-11-19 | 四川路桥桥梁工程有限责任公司 | Large-tonnage tunnel anchorage dissipates cable saddle hanging apparatus and method |
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