CN205821981U - Comprehensive bridge - Google Patents
Comprehensive bridge Download PDFInfo
- Publication number
- CN205821981U CN205821981U CN201620685761.XU CN201620685761U CN205821981U CN 205821981 U CN205821981 U CN 205821981U CN 201620685761 U CN201620685761 U CN 201620685761U CN 205821981 U CN205821981 U CN 205821981U
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- CN
- China
- Prior art keywords
- wall
- track
- bridge
- footpath
- roof
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The comprehensive bridge that this utility model provides includes track, track and footpath, by the first body of wall interval between its middle orbit and track, by the second body of wall interval between track and footpath；Connecting between twice the first body of wall and have the first roof, track is hidden by the first roof；Connect between first body of wall and the second body of wall and have many crossbeams of equidistant placement, and crossbeam forms multiple blow vent above track；It is provided with mesh door on first body of wall, the second body of wall is provided with fire resistant doorsets.Both sides, monolayer track arrange body of wall and stop crosswind force, upper end, track is provided with multiple blow vent and improves the aeration in track, crossbeam effectively keeps the steadiness between the first body of wall and the second body of wall, the traveling hiding guarantee track train and track of the first body of wall and the first roof is not the most by typhoon influence, so that bridge is protected from weather influences and keeps smooth traffic.
Description
Technical field
This utility model relates to bridge construction field, crosses sea-bridge beam more particularly to one is comprehensive.
Background technology
Existing bridge mostly is comprehensive bridge, and comprehensive bridge possesses multiple and multiple passage, such as motorway, light rail
Road and footpath, sea-bridge beam excessively is when in the face of typhoon, and the forms using time-sharing multiplexs go to process, when not having typhoon more
Waiting, upper and lower layer motorway is the most current, if there being typhoon to arrive, for preventing typhoon influence traffic safety, then forbids that upper strata motorway leads to
OK, lower floor's motorway is only opened.
Existing comprehensive bridge there is problems of, when double-decker road run into typhoon and change into monolayer motorway pass through time,
Necessarily lead to the situation that traffic is nervous, and existing lower floor motorway air permeability is not enough, cannot be rapid when security incident occurs
Drain dense smoke and daily waste gas cannot be drained rapidly；Next to that existing track directly contacts with the external world, orbital lifetime and
The traveling of light rail or other railcar trains is similarly subjected to the impact of typhoon.
Summary of the invention
The purpose of this utility model be to provide a kind of have resist typhoon and keep the comprehensive bridge of traffic normal operation simultaneously
Beam.
The comprehensive bridge that this utility model provides includes parallel track, track and footpath, and two tracks are with track
Centered by be arranged symmetrically with, two footpath are arranged symmetrically with centered by track.Wherein, between track and track by the first body of wall between
Every, by the second body of wall interval between track and footpath；Connect between twice the first body of wall and have the first roof, the first roof tracking
Road hides；Connect between first body of wall and the second body of wall and have many crossbeams of equidistant placement, and crossbeam is formed many above track
Individual blow vent；It is provided with mesh door on first body of wall, the second body of wall is provided with fire resistant doorsets.
From such scheme, track arranges monolayer and both sides, track arrange body of wall and stop crosswind force effectively,
Upper end, track is provided with the aeration that multiple blow vent keeps and improves track, and crossbeam effectively keeps the first body of wall and the second wall
Steadiness between body；Track both sides arrange the first body of wall, and top of the rail arranges the row in the first roof, track train and track
Finish complete not by typhoon influence；And the aeration of mesh door enhancing track is set on the first body of wall simultaneously as extra exit；
Arrange fire resistant doorsets on second body of wall to resist typhoon keep traffic normal operation simultaneously to footpath, bridge realization by Evacuation.
Further scheme is that the both sides of footpath are respectively the second body of wall and the 3rd body of wall, the second body of wall and the 3rd wall
Support on body and have the second roof；Cycle track and walking footpath it is provided with on second roof.
Therefore, owing to this comprehensive bridge was sea-bridge beam, sight seeing and pastime region is set on bridge top, does not affect bridge
Outside the basic traffic effect of beam, improve locality and go sightseeing to publicize benefit.
Further scheme is, a part of horizontal second body of wall that stretches in of cycle track outward and is positioned at above track, and crossbeam is connected to
Below cycle track.
Therefore, cycle track is arranged on the second roof, and the second roof can be arranged with horizontal expansion, increases cycle track
Give the part above track while area to stop and protective effect.
Further scheme is to be provided with window on the 3rd body of wall.
Therefore, footpath is able to air exchange by window.
Further scheme is, connecting between the second body of wall and the 3rd body of wall has floor, floor to be positioned at below the second roof,
And between described floor and the second roof, form equipment common field.
Therefore, on bridge, at independence, region is used for placing various pipes and cable, effectively carries out equipment solely
Vertical protection.
Further scheme is that the second body of wall top is provided with the first passage, the first passage connectivity device common field
With track, floor is arranging the second passage at the 3rd body of wall.
Therefore, the first passage is set and the second passage keeps space natural convection air in equipment common field.
Further scheme is, bridge also includes keeping in repair road, and maintenance road and footpath are spaced by the 3rd body of wall.
Therefore, maintenance road is positioned at the outermost of bridge, it is simple to the Landscape Lamp of bridge both sides is tieed up by maintainer
Repair work.
Further scheme is that the 3rd body of wall is obliquely installed to the outside of footpath from the bottom up.
Therefore, the 3rd body of wall of inclination makes the second roof be positioned at the top in maintenance road, and outer, bridge upper and lower both sides is protected
Hold in same vertical, and effectively give to keep in repair road weather proof protection.
Further scheme is that the first roof is provided above as motorcycle lane.
Therefore, for some special city or administrative area, such as Macao, the locomotive of motor bicycle one class is as general friendship
Logical instrument, adds motorcycle lane on bridge and makes traffic the most unimpeded, has promoted local characteristic culture simultaneously.
Further scheme is, the end face of the first body of wall is higher than at least 1.6 meters of the road surface of motorcycle lane.
Therefore, the both sides of motorcycle lane are the first body of wall, and the first body of wall is higher than 1.6 meters of the road surface of motorcycle lane or above may be used
Effectively prevent the beam wind impact on locomotive.
Accompanying drawing explanation
Fig. 1 is the structure chart of this utility model comprehensive bridge embodiment.
Fig. 2 is the enlarged drawing in Fig. 1 at A.
Fig. 3 is the structure chart at another visual angle of this utility model comprehensive bridge embodiment.
Fig. 4 is the profile of this utility model comprehensive bridge embodiment.
Below in conjunction with drawings and Examples, the invention will be further described.
Detailed description of the invention
Fig. 1 is the structure chart of comprehensive bridge, and comprehensive bridge is for having track, track, footpath, motorcycle lane and footpath simultaneously
The multifunctional comprehensive bridge of sea excessively in road.It is current that track is available for automobile and lorry etc., and track then leads to for light rail or other railcar trains
OK, footpath is then for walk；The motorcycle lane being positioned at comprehensive bridge upper strata is then current for motor bicycle and motorcycle etc..Road, footpath
Including cycle track and walking footpath, for citizen passenger's sight seeing and pastime.Unlike existing comprehensive bridge, this utility model carries
Comprehensive bridge many employings wall body structure of confession is to realize resisting crosswind force.
Comprehensive bridge is divided into two-layer, and lower floor is the major function district of comprehensive bridge, can guarantee that round-the-clock running.Track 10 sets
Being placed in the middle part of lower floor, two tracks 20 with many cars parallel ability simultaneously and track 40 are in lower floor, in track 10 being
The heart is arranged symmetrically with；Footpath 30 and footpath 50 centered by track 10, be symmetrically arranged in lower floor the outside in track 20 with
The outside in track 40.
First body of wall 12 is set between track 10 and track 20 as interval, the first wall is set between track 10 and track 40
Body 14, as interval, arranges the second body of wall 23 and arranges with footpath 50 as interval, track 40 between track 20 and footpath 30
Second body of wall 45 is as interval；Above track 10, connect between the first body of wall 12 and the first body of wall 14 and have the first roof 16,
Track 10 is by the first body of wall the 12, first body of wall 14 and the first protected covering of roof 16.
First roof 16 be provided above as motorcycle lane 60, the first roof 16 is connected to the first body of wall 12 and the first body of wall 14
Top but not highest point, therefore the road surface that the end face of the first body of wall 12 and the first body of wall 14 is above motorcycle lane 60 is the highest
Degree, therefore the first body of wall 12 and the first body of wall 14 can give the effect that motorcycle lane 60 resists crosswind force.Preferably, the first wall
The end face of body 12 and the first body of wall 14 is higher than at least 1.6 meters of motorcycle lane 60 road surface, reaches more preferable protection effect.
It is enlarged drawing at A in Fig. 1 in conjunction with Fig. 2, Fig. 2, due to comprehensive bridge symmetric design, therefore structure is made in wherein side
Illustrating, the outermost in the outside of footpath 30, i.e. bridge is provided with maintenance road 100, and maintenance road 100 is used for staff to scape
See lamp and other facilities carry out maintenance work and use.It is provided with the 3rd body of wall 310 between maintenance road 100 and footpath 30 to make
For interval.3rd body of wall 310 and the second body of wall 23 be provided above the second roof 37, the second roof 37 by the second body of wall 23 with
And the 3rd body of wall 310 jointly support, the second roof 37 top is road, footpath, and road, footpath is divided into cycle track 70 and walking footpath 80, when
So, it is provided with guardrail gives personal protection in the both sides in road, footpath and the outer in maintenance road 100.
On second roof 37, cycle track 70 has a horizontal extending portion in the side of the second body of wall 23, the horizontal extending portion of the second roof 37 and the
Connecting between one body of wall 12 upper end has crossbeam 123, crossbeam 123 to be connected to the lower section of cycle track 70；A part of position of cycle track 70
In the top in track 20, there is for track 20 certain Radix Saposhnikoviae protective effect；Crossbeam 123 be connected to body of wall and roof it
Between, steadiness second roof 37, first body of wall 12, second body of wall 23 and threeth body of wall 310 between is effectively ensured, and equidistant
The crossbeam 123 arranged forms multiple blow vent 124, and blow vent 124 ensures the air circulation in track 20, effectively scavenges and dense
While cigarette, give the daylighting effect that track is good.Preferably, blow vent 124 is 7.5 meters takes advantage of the rectangular opening of 6 meters, and crossbeam is
Little width is 1 meter, to ensure that comprehensive bridge has more preferable aeration and steadiness.
Floor 39, floor 39 is had to be positioned at footpath it addition, be also connected with support between the second body of wall 23 and the 3rd body of wall 310
The top of 30 and be positioned at the lower section of the second roof 37, floor 39, roof 37 and the second body of wall 23 and the 3rd body of wall 310 divide shape
Forming apparatus common field 90, equipment common field 90 is used for laying utility lines etc., such as: running water pipe, electric power cable, natural gas
Pipe, telephone wire, soil pipe etc..Common equipment individually and is managed collectively, the structural behaviour of Optimum Synthesis bridge.Further,
Second body of wall 23 arranges multiple first passages 231 of disposed at equal distance near top, make comprehensive bridge get on the bus 20 with
Equipment common field 90 connects；It addition, floor 39 arranges equidistant multiple second passage 391 at the 3rd body of wall 310, make
Equipment common field 90 connects with footpath 30, and the first passage 231 and the second passage 391 make the air of equipment common field 90 certainly
So convection current.
See the structure chart that Fig. 3, Fig. 3 are comprehensive another visual angle of bridge, different bodies of wall is provided with different doors
Or window goes to realize the breathability of each passage, the first body of wall 12 of track 10 both sides and the first body of wall 14 are provided with equidistant cloth
The emergency exits put, emergency exits are mesh door, the first body of wall 12 is provided with mesh door 121, in the same manner, the first body of wall 14 is arranged
There is mesh door 141；Mesh door 121, mesh door 141 have the netted knots such as the network structure of dispelling wind, such as ferrum hurdle, wire gauze
Structure, beyond the Radix Saposhnikoviae protection that track 10 must be stable, realizes air circulation simultaneously.It addition, the opening of mesh door 121 and mesh door 141
The mode of opening is unidirectional open-type, i.e. can only open from track 10 side, can effectively prevent track citizen from rushing track 10 by mistake, simultaneously as
Escape personnel from track 10 toward track 20 or the passway for escaping in track 40.
Fire resistant doorsets 451 it are provided with on second body of wall 45 and the second body of wall 23, when vehicle accident occurs, driver and passenger
Footpath 30 and footpath 50 can be dispersed into by fire resistant doorsets 451.
Illustrate as a example by side in comprehensive bridge Liangqi, the 3rd body of wall 310 is provided with the window 311 of disposed at equal distance,
In the case of weather conditions are good, window 311 can do ventilation and use；And when meeting typhoon weather or high wind rainstorm weather, then
Window 311 can be closed, to keep the normal use of footpath 30 and footpath 50.
See the sectional view that Fig. 4, Fig. 4 are comprehensive bridge.3rd body of wall 310 tilts to the outside of footpath 30 from the bottom up
Arrange, i.e. tendency maintenance side, road 100, it is ensured that the outer of comprehensive bridge the upper and lower is positioned at same vertical, simultaneously
The protection certain with maintenance road 100 can be given, between the 3rd body of wall 310 and other bodies of wall and the roof that tilt, form tool simultaneously
There is the structural relation of more preferable mechanical property.
Comprehensive bridge of the present utility model is designed for crossing sea-bridge girder construction, it is provided that resists typhoon and solves to hand over simultaneously
Logical nervous round-the-clock comprehensive bridge, track 10 is effectively protected, and improves its service life；Be simultaneous for some cities or
The cultural features in administrative area, such as Macao etc., the locomotive such as motor bicycle, as the popular vehicles, is additionally arranged locomotive on comprehensive bridge
Road 60, offers cycle track 70 and walking footpath 80 as sight seeing and pastime facility, multi-functional comprehensive bridge solution on bridge simultaneously
Outside the traffic paralysis problem that certainly typhoon causes, local special culture is promoted simultaneously, bolster the development of the tourism sector and increase
Civic leisure space.Finally it is emphasized that and the foregoing is only preferred embodiment of the present utility model, be not used to limit
This utility model processed, for a person skilled in the art, this utility model can have various change and change, all in this reality
Within novel spirit and principle, any modification, equivalent substitution and improvement etc. done, should be included in of the present utility model
Within protection domain.
Claims (10)
1. comprehensive bridge, including:
Parallel track, track and footpath；
Article two, described track is arranged symmetrically with centered by described track；
Article two, described footpath is arranged symmetrically with centered by described track；
It is characterized in that:
Between described track and described track by first body of wall interval, between described track and described footpath by the second body of wall between
Every；
Connecting between first body of wall described in twice has the first roof, described first roof to hide described track；
It is connected the many crossbeams having equidistant placement between described first body of wall with described second body of wall, and described crossbeam is at described car
Multiple blow vent is formed above road；
It is provided with mesh door on described first body of wall, described second body of wall is provided with fire resistant doorsets.
Comprehensive bridge the most according to claim 1, it is characterised in that:
The both sides of described footpath are respectively on described second body of wall and the 3rd body of wall, described second body of wall and described 3rd body of wall
Support has the second roof；
Cycle track and walking footpath it is provided with on described second roof.
Comprehensive bridge the most according to claim 2, it is characterised in that:
A part for described cycle track is horizontal to stretch in outside described second body of wall and is positioned at above described track, and described crossbeam is connected to institute
State below cycle track.
Comprehensive bridge the most according to claim 2, it is characterised in that:
It is provided with window on described 3rd body of wall.
Comprehensive bridge the most according to claim 2, it is characterised in that:
Being connected between described second body of wall with described 3rd body of wall and have floor, described floor is positioned at below described second roof, and
Equipment common field is formed between described floor and described second roof.
Bridge the most according to claim 5, it is characterised in that:
Being provided with the first passage on described second body of wall, described first passage connects described equipment common field and described car
Road, described floor is being provided with the second passage at described 3rd body of wall.
Comprehensive bridge the most according to claim 2, it is characterised in that:
Described bridge also includes keeping in repair road, described maintenance road and described footpath by described 3rd body of wall interval.
Bridge the most according to claim 7, it is characterised in that:
Described 3rd body of wall is obliquely installed to the outside of described footpath from the bottom up.
9. according to the comprehensive bridge described in any one of claim 1 to 8, it is characterised in that:
Described first roof is provided above as motorcycle lane.
Comprehensive bridge the most according to claim 9, it is characterised in that:
The end face of described first body of wall is higher than at least 1.6 meters of the road surface of described motorcycle lane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620685761.XU CN205821981U (en) | 2016-06-30 | 2016-06-30 | Comprehensive bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620685761.XU CN205821981U (en) | 2016-06-30 | 2016-06-30 | Comprehensive bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205821981U true CN205821981U (en) | 2016-12-21 |
Family
ID=57566099
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620685761.XU Expired - Fee Related CN205821981U (en) | 2016-06-30 | 2016-06-30 | Comprehensive bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205821981U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592456A (en) * | 2017-01-16 | 2017-04-26 | 中格复合材料（南通）有限公司 | Railway line subsidiary facilities and mounting method thereof |
| CN109235228A (en) * | 2018-10-23 | 2019-01-18 | 西南交通大学 | It is a kind of improve people's row suspension cable vestibule bridge girder galloping stability aperture pneumatically construct |
| CN114875768A (en) * | 2022-04-22 | 2022-08-09 | 广州市市政工程设计研究总院有限公司 | Sightseeing leisure type bridge structure utilizing vertical space of bridge |
-
2016
- 2016-06-30 CN CN201620685761.XU patent/CN205821981U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592456A (en) * | 2017-01-16 | 2017-04-26 | 中格复合材料（南通）有限公司 | Railway line subsidiary facilities and mounting method thereof |
| CN109235228A (en) * | 2018-10-23 | 2019-01-18 | 西南交通大学 | It is a kind of improve people's row suspension cable vestibule bridge girder galloping stability aperture pneumatically construct |
| CN114875768A (en) * | 2022-04-22 | 2022-08-09 | 广州市市政工程设计研究总院有限公司 | Sightseeing leisure type bridge structure utilizing vertical space of bridge |
| CN114875768B (en) * | 2022-04-22 | 2024-04-19 | 广州市市政工程设计研究总院有限公司 | Sightseeing leisure type bridge structure utilizing bridge vertical space |
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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: 20161221 Termination date: 20190630 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |