CN206521686U - A kind of interim arch bridge towards city race traffic jam issue - Google Patents
A kind of interim arch bridge towards city race traffic jam issue Download PDFInfo
- Publication number
- CN206521686U CN206521686U CN201720127624.9U CN201720127624U CN206521686U CN 206521686 U CN206521686 U CN 206521686U CN 201720127624 U CN201720127624 U CN 201720127624U CN 206521686 U CN206521686 U CN 206521686U
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- Prior art keywords
- bridge
- floor
- interim
- interim arch
- bridge floor
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Abstract
The utility model belongs to bridge construction technical field is used for the interim arch bridge towards match traffic jam issue, including bridge floor, bridge railings, bridge pier and padlock there is provided a kind of；The pontic of the interim arch bridge is formed by two section bridge floor splicing fixations, and one end of the bridge floor is placed on ground, and the other end is relative with another bridge floor to be connect, and two bridge floors are fixedly connected in joint with padlock；The bridge railings is fixed on the both sides of bridge floor, and can be folded to bridge floor, and the bridge floor can also be folded down storage；The padlock includes train wheel bridge, lower plate and fixing bolt, in use, train wheel bridge and lower plate clamp the joint of two bridge floors, is fixed together by fixing bolt；The bridge pier is Collapsible structure, positioned at the lower section of two bridge floor joints, supports pontic；The bridge floor is additionally provided with pressure detecting alarm in the one end for being placed on ground.The interim arch bridge is realized is normally carried out match match on the premise of daily traffic is not influenceed.
Description
Technical field
The utility model belongs to bridge construction technical field, and in particular to a kind of traffic of solution caused by city race is gathered around
The temporary bridge of stifled problem.
Background technology
Bridge, refers generally to be erected in rivers,lakes and seas, the structures for making traffic etc. smoothly to pass through.It is modern to adapt to
The transportation industry of high speed development, bridge is also extended to across mountain stream, unfavorable geology or meets other traffic needs and erection makes
Current more easily building.
Most of bridge generally seen at present is more bulky concrete bridge, and these bridge structures are firm, load-bearing big,
It is widely used across in river, valley, and city intersection system.But, sometimes, for example, temporary road
Maintenance, road cleaning, road take etc. temporarily, in order to alleviate traffic problems, it is necessary to the quick and convenient structure that frugally builds a bridge,
And after the road is clear, these bridges will easily be removed and can reused.In this case, temporary bridge compares concrete bridge
With significant advantage.
Nowadays, as people increase to the enthusiasm of sports, the situation that athletic competition is held in city is more and more,
For example, city marathon, city bicycles match, footrace grand prix etc., these contests generally take up a large amount of urban roads, easily make
Into traffic jam issue, influence people trip.It is the optimal method for solving this problem to build temporary bridge.Although now
Through there are a variety of temporary bridges, still, mostly for pedestrian or the current temporary bridge of non-motor vehicle, vehicle pass-through still has a lot
It is difficult.
The utility model provides a kind of interim arch bridge, its install convenient, convenient disassembly, and stabilized structure, stress are equal
Even, bearing capacity is big.
The content of the invention：
In order to solve the above-mentioned technical problem, the utility model provides a kind of towards the interim of city race traffic jam issue
Arch bridge, the arch bridge can realize the smoothly current of vehicle simultaneously.The arch bridge passes through using all motor vehicle users as service object
Build interim arch bridge and solve traffic problems, and equipped with pressure sensor, the pressure suffered by interim arch bridge can be learnt, prevent interim arch
Bridge is damaged, so as to avoid user from expending the excessive time on highway.The multi-part that this product is related to arch bridge is decomposed with building, arch bridge
Design structure.Technical method of the present utility model is as described below.
The utility model provides a kind of interim arch bridge towards city race traffic jam issue, and the interim arch bridge includes
Bridge floor, bridge railings, bridge pier and padlock.The pontic of the interim arch bridge is formed by two section bridge floor splicing fixations, and the one of the bridge floor
End is placed on ground, and the other end is relative with another bridge floor to be connect, and two bridge floors are fixedly connected in joint with padlock.The bridge railing
Bar is fixed on the both sides of bridge floor, and can be folded to bridge floor, and the bridge floor can also be folded down storage.The padlock includes upper
Clamping plate, lower plate and fixing bolt, in use, train wheel bridge and lower plate clamp the joint of two bridge floors, pass through fixed spiral shell
Bolt is fixed together.The bridge pier is Collapsible structure, positioned at the lower section of two bridge floor joints, supports pontic.It is described
Bridge floor is additionally provided with pressure detecting alarm in the one end for being placed on ground.
Interim arch bridge described in the utility model can be on the premise of not influenceing playing area sportsman current, across playing area road
Road, for the current of vehicle, realize while the athletic competition of host city, the unimpeded of traffic is not influenceed.Meanwhile, pressure detecting
Alarm, can detect the pressure suffered by interim arch bridge, sends alarm signal when pressure exceedes the warning value of setting, forbids the car
In entering, Damage of arch is prevented, and then is ensured the safety of human life, and is increased the service life.
Each component of the interim arch bridge uses steel construction, to ensure to have enough weight capacities.
Groove-projection docking can be set in the splicing of bridge floor for convenience, the joint of two bridge floors of the interim arch bridge
Structure, pushes in projection alignment indentation in splicing, realizes that the splicing of bridge floor, then installing tache lock are fixed.Groove-projection docking
Structure can make the splicing of bridge floor closer, and easily realize the conduction of power, can make full use of the characteristic of arch dispersion force, make
Obtain interim arch bridge and obtain bigger weight capacity.
The joint of two bridge floors of the interim arch bridge can also fix docking structure, two bridge floor docking using bolt
End, have can partly overlapping jigsaw, jigsaw be provided with corresponding bolt hole, installation bolt be can be achieved two bridge floors docking.
The train wheel bridge of the padlock and the two ends of lower plate are provided with bolt hole, for installing fixing bolt.In train wheel bridge and
After lower plate is installed to above and below bridge floor joint, by fixing bolt through train wheel bridge and the bolt hole of lower plate, and
Screwing bolts, can be achieved with the fixing function of padlock.Generation in order to prevent two bridge floors or so or the front and rear changing of the relative positions, can be by upper folder
Plate and lower plate set concavity, and spill length is wide quite with bridge, for accommodating bridge floor joint, prevents generation between two bridge floors
The left and right changing of the relative positions；Block-groove structure can also be set on bridge floor and the train wheel bridge and lower plate correspondence position that are contacted with bridge floor,
After padlock is clamped, bridge floor will not be slided with train wheel bridge and lower plate, prevent the front and rear changing of the relative positions between two bridge floors.
The bridge pier includes multiple hollow metal cylinders being nested together and strip-shaped bracket, hollow metal cylinder
Two ends are provided with multigroup jack corresponding two-by-two, and every group of jack is not interfered with each other in the horizontal direction, and the strip-shaped bracket can be inserted
Enter jack and pass through hollow metal cylinder.Each component of the bridge pier is deposited and transported in the way of intussusception when not in use；
Assembling is in use, metal cylinder is nested together according to size headtotail and is directed at corresponding jack, the maximum metal of diameter
Cylinder is placed on bottom, strip-shaped bracket insertion jack then is passed through into metal cylinder, so that by connected head-to-tail two
Metal cylinder fixes support.After all connected head-to-tail metal cylinders are installed, the assembling of bridge pier is completed.
In actual use, the interim arch bridge by truck transport to need set temporary bridge place.Will using crane
The bridge floor expansion folded up, one end of bridge floor is fixed on ground, controls its other end to be docked, during docking under every piece of pontic
Fang Peiyou piece hydraulically extensible bar supports load-carrying, and the hydraulically extensible bar is integrally fixed on truck transporting bridge.Next will
The bridge railings of folding is opened.Then portable bridge pier and bridge floor are assembled.Finally two bridge floors are consolidated using padlock
It is fixed.After interim arch bridge assembling is finished, truck leaves, and arch bridge can be tested and be worked.
The utility model has the advantages that：
1st, the interim arch bridge structure is simple, easily assembling, convenient transportation, can fast erecting complete, relieve traffic congestion in time；
2nd, arch bridge has domes, firm in structure, and bearing capacity is big, and provided with pressure detecting alarm, it is to avoid overweight vehicle is by making
Into bridge damage；3rd, only one of which bridge pier, does not interfere with the current of track athlete and staff and vehicle.
Brief description of the drawings
Schematic diagram when Fig. 1 is two bridge floors docking in the utility model embodiment；
Fig. 2 is the schematic diagram used after interim arch bridge assembling is complete in the utility model embodiment；
Fig. 3 is the structure and scheme of installation of the padlock in the utility model embodiment；
Fig. 4 is storage and the scheme of installation of the bridge pier in the utility model embodiment；
Fig. 5 is the flow chart that interim arch bridge is installed in the utility model embodiment；
Fig. 6 is the docking structure schematic diagram of two bridge floors in the utility model embodiment.
Wherein, 1- bridge floors, 11- pressure detecting alarms, 2- bridge railings, 3- bridge piers, 31- metal cylinders, 32- strip branch
Frame, 33- jacks, 4- padlocks, 41- train wheel bridges, 42- lower plates, 43- fixing bolts.
Embodiment
Illustrate the technical solution of the utility model with reference to specific embodiments and the drawings.
Embodiment 1
As depicted in figs. 1 and 2, a kind of interim arch bridge towards city race traffic jam issue, the interim arch bridge bag
Include bridge floor 1, bridge railings 2, bridge pier 3 and padlock 4.The pontic of the interim arch bridge by two section bridge floors 1 splice it is fixed formed, the bridge
The one end in face 1 is placed on ground, and the other end is relative with another bridge floor to be connect, and two bridge floors are fixedly connected in joint padlock 4.
The bridge railings 2 is fixed on the both sides of bridge floor 1, and can be folded to bridge floor 1, and the bridge floor 1 can also be folded down storage.Institute
Padlock 4 is stated including train wheel bridge 41, lower plate 42 and fixing bolt 43, in use, train wheel bridge 41 and lower plate 42 are by two bridge floors
Joint clamp, be fixed together by fixing bolt 43.The bridge pier 3 is Collapsible structure, positioned at two bridge floors 1
The lower section of joint, supports pontic.The bridge floor 1 is additionally provided with pressure detecting alarm 11 in the one end for being placed on ground.
In actual use, the interim arch bridge by truck transport to need set temporary bridge place.Will using crane
The bridge floor 1 folded up deploys, and then controls it to be docked.Next the bridge railings 2 of folding is opened.Then by movable type
Bridge pier 3 is assembled with bridge floor 1.Finally two bridge floors 1 are fixed using padlock 4.So far interim arch bridge is completed.
Its installation procedure is as shown in Figure 5.
The joint of two bridge floors 1 of the interim arch bridge fixes docking structure using bolt, and two bridge floor butt ends have
Can partly overlapping jigsaw, jigsaw be provided with corresponding bolt hole, installation bolt be can be achieved two bridge floors docking, such as Fig. 6
It is shown.
As shown in figure 4, the bridge pier 3 includes multiple hollow metal cylinders 31 being nested together and strip-shaped bracket 32,
The two ends of hollow metal cylinder 31 are provided with multigroup jack 33 corresponding two-by-two, and every group of jack 33 be not mutual in the horizontal direction
Interference, the strip-shaped bracket 32 can be inserted into jack 33 and pass through hollow metal cylinder 31.The each group of the bridge pier 3 when not in use
Part is deposited and transported in the way of intussusception；Assembling in use, metal cylinder 31 be nested together according to size headtotail and
Corresponding jack 33 is directed at, the maximum metal cylinder 31 of diameter is placed on bottom, strip-shaped bracket 32 then is inserted into jack
33 pass through metal cylinder 31, so that connected head-to-tail two metal cylinders 31 are fixed into support.Will be all connected head-to-tail
After metal cylinder 31 is installed, the assembling of bridge pier 3 is completed.
As shown in figure 3, the train wheel bridge 41 of the padlock 4 and the two ends of lower plate 42 are provided with bolt hole, for installing fixation
Bolt 43.After train wheel bridge 41 and lower plate 42 are installed to above and below bridge floor joint, fixing bolt 43 is passed through upper
The bolt hole of clamping plate 41 and lower plate 42, and screwing bolts 43, can be achieved with the fixing function of padlock 4.In order to prevent two bridges
Face 1 is slided, and train wheel bridge 41 and lower plate 42 are set into concavity, and spill length is wide quite with bridge, for accommodating bridge floor 1
Joint, prevents from sliding between two bridge floors 1.
Each component of the interim arch bridge uses steel construction, to ensure to have enough weight capacities.
Above-mentioned interim arch bridge assumed above the road of playing area, is crossed from playing area side of leading the way below opposite side, bridge for fortune
Mobilization, race officials etc. are passed through, and the single vehicle pass-through of urban district common vehicle is available for above bridge.It can be set up at same crossing
Many interim arch bridges, to facilitate vehicle two way.The interim arch bridge is realized while the athletic competition of host city, not shadow
Ring the unimpeded of traffic.Meanwhile, pressure detecting alarm 11 can detect the pressure suffered by interim arch bridge, exceed setting in pressure
Alarm signal is sent during warning value, forbids the car to enter interior, prevents Damage of arch, and then is ensured the safety of human life, and extension uses the longevity
Life.
Claims (9)
1. a kind of interim arch bridge towards city race traffic jam issue, the interim arch bridge includes bridge floor, bridge railings, bridge pier
And padlock；The pontic of the interim arch bridge is formed by two section bridge floor splicing fixations, and one end of the bridge floor is placed on ground, another
End is relative with another bridge floor to be connect, and two bridge floors are fixedly connected in joint with padlock；The bridge railings is fixed on the two of bridge floor
Side, and can be folded to bridge floor, the bridge floor can also be folded down storage；The padlock includes train wheel bridge, lower plate and consolidated
Determine bolt, in use, train wheel bridge and lower plate clamp the joint of two bridge floors, one is pressed abd fixed on by fixing bolt
Rise；The bridge pier is Collapsible structure, positioned at the lower section of two bridge floor joints, supports pontic；The bridge floor is being placed on ground
The one end in face is additionally provided with pressure detecting alarm.
2. interim arch bridge according to claim 1, it is characterised in that：Each component of the interim arch bridge uses steel construction.
3. interim arch bridge according to claim 1, it is characterised in that：The joint of two bridge floors of the interim arch bridge is
Groove-projection docking structure or bolt docking structure.
4. interim arch bridge according to claim 1, it is characterised in that：The train wheel bridge of the padlock and the two ends of lower plate are set
There is bolt hole, for installing fixing bolt.
5. interim arch bridge according to claim 1, it is characterised in that：The padlock train wheel bridge and lower plate are arranged to recessed
Shape, spill length is wide quite with bridge, for accommodating bridge floor joint.
6. interim arch bridge according to claim 1, it is characterised in that：In bridge floor and the train wheel bridge contacted with bridge floor and lower folder
Block-groove structure is set on plate correspondence position.
7. interim arch bridge according to claim 1, it is characterised in that：The pressure detecting alarm, can detect interim arch
Pressure suffered by bridge, sends alarm signal when pressure exceedes the warning value of setting, prevents Damage of arch.
8. interim arch bridge according to claim 1, it is characterised in that：The bridge pier include it is multiple be nested together it is hollow
Metal cylinder and strip-shaped bracket, the two ends of hollow metal cylinder are provided with multigroup jack corresponding two-by-two, and every group of jack exists
Do not interfered with each other in horizontal direction, the strip-shaped bracket can be inserted into jack and pass through hollow metal cylinder.
9. interim arch bridge according to claim 8, it is characterised in that：Each component of the bridge pier is with intussusception when not in use
Mode is deposited and transported；In assembling in use, metal cylinder is nested together according to size headtotail and is directed at corresponding slotting
Hole, the maximum metal cylinder of diameter is placed on bottom, and strip-shaped bracket insertion jack then is passed through into metal cylinder, so that
Connected head-to-tail two metal cylinders are fixed and supported；After all connected head-to-tail metal cylinders are installed, bridge pier is completed
Assembling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720127624.9U CN206521686U (en) | 2017-02-13 | 2017-02-13 | A kind of interim arch bridge towards city race traffic jam issue |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720127624.9U CN206521686U (en) | 2017-02-13 | 2017-02-13 | A kind of interim arch bridge towards city race traffic jam issue |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206521686U true CN206521686U (en) | 2017-09-26 |
Family
ID=59891480
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720127624.9U Withdrawn - After Issue CN206521686U (en) | 2017-02-13 | 2017-02-13 | A kind of interim arch bridge towards city race traffic jam issue |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206521686U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638269A (en) * | 2017-02-13 | 2017-05-10 | 南京邮电大学 | Temporary arc bridge facing traffic jam problem caused by city competing |
| CN108824168A (en) * | 2018-07-09 | 2018-11-16 | 解晓莉 | A kind of bridge structure that civil small-scale quickly splices |
-
2017
- 2017-02-13 CN CN201720127624.9U patent/CN206521686U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638269A (en) * | 2017-02-13 | 2017-05-10 | 南京邮电大学 | Temporary arc bridge facing traffic jam problem caused by city competing |
| CN106638269B (en) * | 2017-02-13 | 2018-05-04 | 南京邮电大学 | A kind of interim arch bridge towards city race traffic jam issue |
| CN108824168A (en) * | 2018-07-09 | 2018-11-16 | 解晓莉 | A kind of bridge structure that civil small-scale quickly splices |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Guo Yongan Inventor after: She Hao Inventor after: Bai Yichu Inventor after: Li Ruichao Inventor after: Chen Zifei Inventor after: Zhu Yimeng Inventor before: Cai Shuqi Inventor before: Guo Yongan Inventor before: She Hao Inventor before: Bai Yichu Inventor before: Zhu Hongbo Inventor before: Yang Longxiang |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170926 Effective date of abandoning: 20180504 |