CN214301267U - Pedestrian cableway bridge with partial glass bridge deck - Google Patents
Pedestrian cableway bridge with partial glass bridge deck Download PDFInfo
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- CN214301267U CN214301267U CN202120102189.0U CN202120102189U CN214301267U CN 214301267 U CN214301267 U CN 214301267U CN 202120102189 U CN202120102189 U CN 202120102189U CN 214301267 U CN214301267 U CN 214301267U
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Abstract
The utility model relates to a pedestrian cableway bridge with a partial glass bridge deck, which comprises a main cable, a bridge deck system, wind cables, main cable anchors and wind cable anchors, wherein the main cable is arranged at two sides of the bridge deck system, the wind cables are connected with the main cable through a plurality of wind cable inhaul cables, two ends of the main cable are fixed on the main cable anchors, and two ends of the wind cables are fixed on the wind cable anchors; the bridge floor system includes a plurality of high bamboo festival sections and a plurality of mixed festival sections of nai, and high bamboo festival section and a plurality of mixed festival section of nai all include support frame and bridge floor, and the both sides of support frame are installed in the main push-towing rope, and the bridge floor is installed in the support frame, and the bridge floor of high bamboo festival section is high resistant bamboo, and the bridge floor of mixed festival section includes glass and is located the high resistant bamboo of glass both sides. The utility model discloses divide into high resistant bamboo festival section and a plurality of mixed festival section with the bridge floor system, high resistant bamboo festival section adopts opaque resistant bamboo joint as the bridge floor, and pedestrian's sense of security is higher, and courageous people also dare current, and the centre of mixing the festival section adopts transparent glass as the bridge floor, increases the permeability in field of vision, has guaranteed the sightseeing effect.
Description
Technical Field
The utility model belongs to the technical field of the bridge and specifically relates to a partial glass bridge face pedestrian cableway bridge.
Background
The cableway bridge is a suspension cable system bridge, which is composed of a bearing cable, an anchorage, a bridge deck structure, a stable structure and the like, wherein the bearing cable and the anchorage are main stress components, and the bridge deck structure is a secondary stress component. The cableway bridge mainly adopts high-strength steel wires, can bear larger tensile force, has the characteristics of high material utilization rate, good economical efficiency, simple structure and relatively less material consumption when the span is larger, and is also a bridge type which is commonly adopted in the design of the existing landscape bridge.
When the span of the cableway bridge is increased, the whole stress of the bridge is more complex, a plurality of glass bridge decks are adopted, the bridge is over-heavy, the span requirement can not be met, and the landscape can not be better appreciated without the glass bridge decks.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a partial glass bridge floor pedestrian cableway bridge is provided, and partial bridge floor adopts transparent glass, and partial bridge floor is opaque material, when guaranteeing the span to satisfy the design demand as far as possible, compromises the demand of seeing the scene.
The utility model provides a technical scheme that its technical problem adopted is: the part of the glass bridge deck pedestrian cableway bridge comprises a main cable, a bridge deck system, a wind cable, a main cable anchorage and a wind cable anchorage, wherein the main cable is arranged on two sides of the bridge deck system, the wind cable is connected with the main cable through a plurality of wind cable inhaul cables, two ends of the main cable are fixed on the main cable anchorage, and two ends of the wind cable are fixed on the wind cable anchorage; the bridge deck system includes a plurality of high resistant bamboo festival section and a plurality of mixed festival section, high resistant bamboo festival section and a plurality of mixed festival section all include support frame and bridge floor, install in the main push-towing rope in the both sides of support frame, the bridge floor is installed in the support frame, and the bridge floor of high resistant bamboo festival section is high resistant bamboo, and the bridge floor of mixed festival section includes glass and the high resistant bamboo that is located glass both sides.
Further, the main push-towing rope comprises 4 upper push-towing ropes and 4 lower push-towing ropes, and the support frame is located between the upper push-towing ropes and the lower push-towing ropes.
Further, the support frame includes many crossbeams that are parallel to each other, and two adjacent crossbeams link to each other through many longerons, and are provided with many enhancement sloping between two adjacent longerons.
Further, the cross beam is perpendicular to the main cable and is fixed to the main cable through a U-shaped buckle.
Furthermore, the cross beam is two channel steels which are welded and connected, and the longitudinal beam is I-shaped steel.
Further, the upper surface of the support frame is provided with a framework, and the high-resistance bamboo and the glass are installed on the upper surface of the framework.
Further, an aluminum alloy protective net is arranged between the frameworks below the high-resistance bamboo.
Further, the both sides of skeleton are provided with the high resistant bamboo guardrail.
Furthermore, the main cable anchorage comprises a gravity type anchorage, an oblique anchor rod and a vertical anchor rod, the vertical anchor rod is vertically arranged, the upper portion of the vertical anchor rod is embedded in the gravity type anchorage, the oblique anchor rod is obliquely arranged, and the upper end of the oblique anchor rod is embedded in the gravity type anchorage.
Furthermore, the main cable is arranged on the main cable anchorage through a cable saddle.
The utility model has the advantages that: the utility model discloses divide into high resistant bamboo festival section and a plurality of mixed festival section with the bridge floor system, high resistant bamboo festival section adopts resistant bamboo joint as the bridge floor, and the density of resistant bamboo joint is littleer, prevents when multiplicable bridge floor span that the weight of bridge floor is too big, and in addition, resistant bamboo joint is opaque, and pedestrian's sense of security is higher, and courageous people dare too current, and the middle transparent glass that adopts of mixed festival section is as the bridge floor, increases the permeability in the field of vision, has guaranteed the sightseeing effect. Furthermore, the utility model discloses cableway bridge wind cable passes through the wind cable with the main push-towing rope and makes the full-bridge constitute the space system, guarantees the anti-wind stability and the security of bridge in the use.
Drawings
Fig. 1 is an overall plan view of the present invention;
FIG. 2 is an overall front view of the present invention;
FIG. 3 is a schematic cross-sectional view of a highly resistant bamboo segment of the present invention;
FIG. 4 is a schematic cross-sectional view of a hybrid segment of the present invention;
fig. 5 is a schematic top view of the support frame of the present invention;
FIG. 6 is a schematic top view of the carcass of a high resistance bamboo segment;
FIG. 7 is a schematic top view of a skeleton of a hybrid segment;
FIG. 8 is a schematic front view of a main cable tie back;
FIG. 9 is a schematic top view of a main cable tie back;
FIG. 10 is a schematic view of a cable saddle;
reference numerals: 1-main cable; 2-bridge deck system; 3-wind cable; 4-wind cable pull rope; 5-anchor of the main cable; 6-anchorage of the wind cable; 8-longitudinal beam; 9-a cross beam; 11-reinforcing the oblique beam; 13-U-shaped buckle; 14-a backbone; 15-high resistance to bamboo; 16-high bamboo-resistant guard rail; 17-glass; 20-aluminum alloy protective net; 21-gravity type anchorage; 22-oblique anchor rod; 23-vertical anchor rod.
Detailed Description
The present invention will be further explained with reference to the drawings and examples.
As shown in fig. 1 to 4, the utility model discloses a part glass bridge floor people's cableway bridge, including main cable 1, bridge floor system 2, wind cable 3, main cable anchorage 5 and wind cable anchorage 6, main cable 1 sets up the both sides at bridge floor system 2, wind cable 3 links to each other with main cable 1 through many wind cable guys 4, main cable anchorage 5 is fixed in at the both ends of main cable 1, and wind cable anchorage 6 is fixed in at the both ends of wind cable 3. The bridge deck system 2 comprises a plurality of high-resistance bamboo sections and a plurality of mixed sections, the high-resistance bamboo sections and the mixed sections comprise supporting frames and bridge decks, the two sides of the supporting frames are installed on the main cable 1, the bridge decks are installed on the supporting frames, the bridge decks of the high-resistance bamboo sections are high-resistance bamboos 15, and the bridge decks of the mixed sections comprise glass 17 and high-resistance bamboos 15 located on the two sides of the glass 17.
Main push-towing rope 1, wind cable 3 and wind cable 4 all adopt the steel wire rope, have higher intensity, guarantee the security of bridge. Main push-towing rope 1, wind cable 3 and wind cable 4 link as an organic wholely, have improved the anti-wind stability and the security of whole bridge.
The main cable anchor 5 is used for fixing the main cable 1 and is arranged on the ground at two ends of the cableway bridge, as shown in fig. 8 and fig. 9, the main cable anchor 5 comprises a gravity type anchor 21, an oblique anchor rod 22 and a vertical anchor rod 23, the vertical anchor rod 23 is vertically arranged, the upper portion of the vertical anchor rod 23 is embedded in the gravity type anchor 21, and the oblique anchor rod 22 is obliquely arranged, and the upper end of the oblique anchor rod 22 is embedded in the gravity type anchor 21. Gravity type anchorage 21 can be precast concrete, vertical stock 23 vertically inserts the underground, and slant stock 22 inclines to insert the underground, guarantees gravity type anchorage 21's stability, and this main cable anchorage 5 can guarantee anchorage validity under the relatively poor condition of topography geological conditions, practices thrift the cost. The main cable 1 is installed on the main cable anchorage 5 through a cable saddle, and the structure of the cable saddle is as shown in fig. 10, so that the main cable 1 is stably connected with the main cable anchorage 5. The wind cable anchorage 6 is used for fixing the wind cable 3 and only needs a plurality of anchor rods.
The main cables 1 are multiple, specifically, 6 cables can be respectively arranged on two sides, and the like, and are determined according to the weight, the length and the like of the bridge, preferably, the main cables 1 on two sides respectively comprise 4 upper cables and 4 lower cables, the support frame is positioned between the upper cables and the lower cables, and the support frame is fixedly connected with the upper cables and the lower cables, so that the bridge deck system 2 and the main cables 1 are integrated.
The support frame is used for supporting a bridge deck and can adopt various forms of frame structures, and specifically, as shown in fig. 5, the support frame comprises a plurality of cross beams 9 which are parallel to each other, two adjacent cross beams 9 are connected through a plurality of longitudinal beams 8, and a plurality of reinforcing oblique beams 11 are arranged between two adjacent longitudinal beams 8. The cross beam 9 is two channel steels which are welded, the longitudinal beam 8 is an I-shaped steel, and the reinforcing oblique beam 11 is made of angle steel, can be welded and connected, and can also be connected by adopting a gusset plate. The supporting frame structure and the length of each segment are the same, the supporting frame structure and the length can be manufactured in batches in a factory, and the supporting frame structure can be transported to a construction site for assembly during construction, so that the construction efficiency can be guaranteed.
The length of crossbeam 9 is greater than the width of bridge floor, and both ends extend outside the bridge floor, crossbeam 9 is perpendicular to main cable 1 and the both ends of crossbeam 9 are fixed in main cable 1 through U type knot 13. The crossbeam 9 is located between last cable and the cable down, and U type is detained 13 and is the U-shaped and link to each other with crossbeam 9 through screw etc. and goes up the cable or cable down and be located U type and detain 13 insidely.
The bridge floor is used for supplying the pedestrian to pass, divide the bridge floor into a plurality of sections, specifically include a plurality of high bamboo festival sections and a plurality of mixed sections of nai, high resistant bamboo joint section adopts opaque high resistant bamboo 15 as the bridge floor, and the middle part of mixed section adopts transparent glass 17, and both sides adopt opaque high resistant bamboo 15 as the bridge floor, have so both improved the field of vision permeability of bridge floor, have promoted the view and have experienced, prevent again that whole bridge floor from adopting transparent material and lead to the little visitor of courage dare not to walk. In addition, the high-resistance bamboo 15 is light in weight, the weight of the whole bridge is reduced, the structure is attractive, the environment is harmonious, and the economy is high.
The bridge deck can be directly installed in the support frame, and preferably, the support frame upper surface is provided with skeleton 14, and skeleton 14 includes many rectangle aluminum pipes, high resistant bamboo 15 and glass 17 are installed in the upper surface of skeleton 14.
As shown in fig. 6 and 7, an aluminum alloy protection net 20 is arranged between the frameworks 14 below the high-resistance bamboo 15, the aluminum alloy protection net 20 is welded to the frameworks 14, and the aluminum alloy protection net 20 plays a role of falling prevention and prevents a visitor from falling when the high-resistance bamboo 15 is damaged. An aluminum alloy protective net 20 is not arranged between the frameworks 14 below the glass 17.
The high-resistance bamboo guardrails 16 are arranged on two sides of the framework 14, so that the effect of strengthening protection is achieved, and the safety of tourists is improved.
The utility model discloses a ropeway bridge length can reach 410 meters, and the pavement width reaches 3 meters, has guaranteed the permeability in the field of vision, and the view is effectual, and factor of safety is high, and general crowd can all be current.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The partial glass bridge deck pedestrian cableway bridge comprises a main cable (1), a bridge deck system (2), wind cables (3), main cable anchors (5) and wind cable anchors (6), wherein the main cable (1) is arranged on two sides of the bridge deck system (2), the wind cables (3) are connected with the main cable (1) through a plurality of wind cable inhaul cables (4), two ends of the main cable (1) are fixed to the main cable anchors (5), and two ends of the wind cables (3) are fixed to the wind cable anchors (6); the method is characterized in that: the bridge deck system (2) comprises a plurality of high-resistance bamboo sections and a plurality of mixed sections, the high-resistance bamboo sections and the mixed sections comprise supporting frames and bridge decks, the two sides of the supporting frames are installed on the main cable (1), the bridge decks are installed on the supporting frames, the bridge decks of the high-resistance bamboo sections are made of high-resistance bamboo (15), and the bridge decks of the mixed sections comprise glass (17) and high-resistance bamboo (15) located on the two sides of the glass (17).
2. The partial glass-bridge deck pedestrian ropeway bridge of claim 1, wherein: the main cable (1) comprises 4 upper cables and 4 lower cables, and the support frame is located between the upper cables and the lower cables.
3. A partially glass-lined pedestrian cableway bridge according to claim 1 or 2, characterized in that: the support frame includes many crossbeams (9) that are parallel to each other, and two adjacent crossbeams (9) link to each other through many longerons (8), and are provided with many between two adjacent longerons (8) and strengthen sloping (11).
4. A partially glass-lined pedestrian cableway bridge according to claim 3, characterized in that: the cross beam (9) is perpendicular to the main cable (1) and the cross beam (9) is fixed on the main cable (1) through a U-shaped buckle (13).
5. A partially glass-lined pedestrian cableway bridge according to claim 3, characterized in that: the cross beam (9) is two welded channel steels, and the longitudinal beam (8) is an I-steel.
6. The partial glass-bridge deck pedestrian ropeway bridge of claim 1, wherein: the supporting frame is characterized in that a framework (14) is arranged on the upper surface of the supporting frame, and the high-resistance bamboo (15) and the glass (17) are installed on the upper surface of the framework (14).
7. The partial glass-bridge deck pedestrian ropeway bridge of claim 6, wherein: an aluminum alloy protective net (20) is arranged between the frameworks (14) below the high-resistant bamboo (15).
8. The partial glass-bridge deck pedestrian ropeway bridge of claim 6, wherein: and high-resistance bamboo guardrails (16) are arranged on two sides of the framework (14).
9. The partial glass-bridge deck pedestrian ropeway bridge of claim 1, wherein: the main cable anchor (5) comprises a gravity type anchor (21), an oblique anchor rod (22) and a vertical anchor rod (23), the vertical anchor rod (23) is vertically arranged, the upper portion of the vertical anchor rod is pre-buried in the gravity type anchor (21), and the oblique anchor rod (22) is obliquely arranged, and the upper end of the oblique anchor rod is pre-buried in the gravity type anchor (21).
10. The partial glass-bridge deck pedestrian ropeway bridge of claim 9, wherein: the main cable (1) is arranged on the main cable anchor (5) through a cable saddle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120102189.0U CN214301267U (en) | 2021-01-14 | 2021-01-14 | Pedestrian cableway bridge with partial glass bridge deck |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120102189.0U CN214301267U (en) | 2021-01-14 | 2021-01-14 | Pedestrian cableway bridge with partial glass bridge deck |
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| Publication Number | Publication Date |
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| CN214301267U true CN214301267U (en) | 2021-09-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202120102189.0U Active CN214301267U (en) | 2021-01-14 | 2021-01-14 | Pedestrian cableway bridge with partial glass bridge deck |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114232505A (en) * | 2022-01-24 | 2022-03-25 | 岳西县彩虹瀑布旅游有限公司 | Support body for scenic spot glass plank road |
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2021
- 2021-01-14 CN CN202120102189.0U patent/CN214301267U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114232505A (en) * | 2022-01-24 | 2022-03-25 | 岳西县彩虹瀑布旅游有限公司 | Support body for scenic spot glass plank road |
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