CN101074552A - Fast overhead pedestrian crossing - Google Patents

Fast overhead pedestrian crossing Download PDF

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Publication number
CN101074552A
CN101074552A CN 200610013755 CN200610013755A CN101074552A CN 101074552 A CN101074552 A CN 101074552A CN 200610013755 CN200610013755 CN 200610013755 CN 200610013755 A CN200610013755 A CN 200610013755A CN 101074552 A CN101074552 A CN 101074552A
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CN
China
Prior art keywords
track
pedestrian crossing
truss
fast
overhead pedestrian
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.)
Pending
Application number
CN 200610013755
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Chinese (zh)
Inventor
薛广顺
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TIANJIN QUANJIALE BODY BUILDING SERVICE CO Ltd
Original Assignee
TIANJIN QUANJIALE BODY BUILDING SERVICE CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by TIANJIN QUANJIALE BODY BUILDING SERVICE CO Ltd filed Critical TIANJIN QUANJIALE BODY BUILDING SERVICE CO Ltd
Priority to CN 200610013755 priority Critical patent/CN101074552A/en
Publication of CN101074552A publication Critical patent/CN101074552A/en
Pending legal-status Critical Current

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Abstract

The invention relates to a design scheme of the rapid pedestrian bridge. The pedestrian bridge is set with the service booth, the track, the track car, the footpath beside the track. So the people can pass in sequence from quick to slow. The roller slide connected to ground is on the two ends of the overbridge which can knead the leg, the stern and the back of people to improve the blood circle and buffer the fatigue. So it can improve passing speed, save time, decrease the physical energy cost. Also it can decrease the traffic accident caused from spanning the isolation belt and grate.

Description

Fast overhead pedestrian crossing
Technical field;
The present invention relates to existing a kind of design scheme of through street fast overhead pedestrian crossing.
Background technology:
For various reasons, many through streets pedestrian overcrossing instream factor is not high, many highway sections in the through street, and it is of common occurrence that people arbitrarily cross over the break in traffic rules and regulations phenomenon of isolation strip, through street, guardrail, is easy to cause hidden peril of accident.
Summary of the invention;
The purpose of People's Bank of China of the present invention overline bridge is: further improved the design of overline bridge truss road structure, to realize pedestrian's in order current mode, improve the speed of people's current overline bridge, save time, increase miscellaneous function, realize body-building, walking, amusement, have a rest multi-functionally, alleviate the physical demands of people when passing a bridge, alleviate tired, improve the interest that people use overpass, help reducing the traffic accident that causes because of leap violating the regulations isolation strip, through street, guardrail.
Technical problem to be solved by this invention is:
Improve existing pedestrian overcrossing ladder and bridge deck structure layout, realize that pedestrian overcrossing is fast, do not say or talk shunting walking in order, improve safe passing speed.
The technical scheme that technical solution problem of the present invention adopts is:
In length greater than above quick track truss width of roadway, unsettled certain altitude, be provided with several tracks, lay several railcars on the track, be provided with the suitable sidewalk of width in orbit, connect slide truss certain-length, downward-sloping certain angle respectively at track truss two ends.
Description of drawings;
Fig. 1, fast overhead pedestrian crossing structural principle schematic diagram: (1) ladder, (2) slide truss, (3) track truss.
Fig. 2, fast overhead pedestrian crossing structural principle schematic diagram: (4) railcar, (5) track, (6) sidewalk, (7) protecting wire net.
Fig. 3, fast overhead pedestrian crossing slide truss roller type slideway structure principle schematic: (8) roller bearing.
Fig. 4, a kind of railcar structural principle of fast overhead pedestrian crossing schematic diagram:
Fig. 5, fast overhead pedestrian crossing structural principle schematic diagram: (9) service booth.
Fig. 6, a kind of railcar schematic diagram of fast overhead pedestrian crossing:
Specific embodiment:
Fig. 1 is presented on the slide truss that two ends connected of overline bridge of the present invention, be provided with ladder arranged side by side and slide, both sides have the slide of handrail baffle plate to be fit to the sitting posture or the downslide that couches that shows among the single employing figure, the slide slide plane can be designed to be arranged in order and form by the similar roller bearing of a plurality of length and human body width, it is more comfortable convenient to use the rolling slide to glide, and the wearing and tearing to clothing are slight, importantly: overline bridge rolling slide can make full use of the gravity work production of human body, leg to human body, it is convenient that implement at stern and back, comfortable rolling massage helps improving blood circulation and alleviates journey fatigue.Be to realize people's physical efficiency automatically at the uniform velocity safety glide, the design of the big or small R of the horizontal sextant angle of slide truss and ground line, human body glides at the uniform velocity safely and is advisable during with contactless handrail resistance.Fig. 2 is presented at the railcar that the centre of overline bridge track truss is provided with track and can back and forth travels, both sides are that width can hold that the people that 1-2 people passes through works, track, sidewalk be by the protecting wire net space, prevent that the pedestrian from climbing, proceed like a school of fishes, one after the other in the pessimistic securit passage of pedestrian in protecting wire net, guardrail, avoid occurring pedestrian's jam that comes and goes.The represented roller bearing slide of Fig. 3 end is the swinging arc level excessively by the inclined plane, the speed when helping reducing human and stopping sliding.Figure 4 shows that a kind of railcar that has four wheels, be used for two-way reciprocal level and travel that center fixed has a handrail, both hands are sought connections with handrail during use, ride onboard for one, another leg scrunches road surface drive track garage and walks, and utilizes the railcar motional inertia easily to lead to fast.Also can take advantage of a people (or the position of choosing a place to give a banquet) on the railcar in addition and place the retinue article, at close track destination county, the horizontal rail appropriateness is bent upwards certain slope, impels railcar to slow down.Also railcar can be designed to be provided with two quants ship shape, can supply the double dolly (Fig. 6) of taking, adopt boating mode driving trolley to walk or multiple driving walking manner such as motion to pedal.For long overline bridge, also can add electric bicycle formula railcar and carry out the handy service for the people (not drawing among the figure).Shown in Figure 5ly be provided with small-sized service booth, be used for the Additional Services of overline bridge at the two ends of track truss extended position, as handy services for the people such as having a rest, view and admire, do shopping, seek shelter from wind and rain for the pedestrian provides, and maintenance of railcar facility, storage etc.The design scheme according to the present invention can be designed to easy-to-dismount moveable structure with track and roller bearing slide truss, is installed to as required on the existing overline bridge with implementation condition and uses.

Claims (10)

1, relating to a kind of fast overhead pedestrian crossing comprises: ladder (1), slide truss (2), track truss (3), railcar (4), track (5), sidewalk (6), protecting wire net (7), roller bearing (8), service booth (9) are formed, and it is characterized in that: in length greater than width of roadway fast, above the truss of unsettled certain altitude, be provided with several tracks (5), lay several railcars (4) on the track (5), be provided with the suitable sidewalk of width (6) in that track (5) is other, connect certain-length at track truss (3) two ends respectively, the slide truss (2) of downward-sloping certain angle.
2, the fast overhead pedestrian crossing according to claim 1 is characterized in that: slide truss (2) is R with the ground line horizontal sextant angle.
3, the fast overhead pedestrian crossing according to claim 1 is characterized in that: slide truss (2) is arranged in order by the similar roller bearing (8) of a plurality of length and human body width to be formed.
4, the fast overhead pedestrian crossing according to claim 1 is characterized in that: track (5), sidewalk (6) are by protecting wire net (7) separately.
5, the fast overhead pedestrian crossing according to claim 1 is characterized in that: slide truss (2) roller bearing slide end excessively is the swinging arc level by the inclined plane.
6, the fast overhead pedestrian crossing according to claim 1 is characterized in that: track (5) terminal is bent upwards certain slope.
7, the fast overhead pedestrian crossing according to claim 1 is characterized in that: railcar (4) is provided with two quant dollies.
8, the fast overhead pedestrian crossing according to claim 1 is characterized in that: railcar (4) is an electric bicycle formula railcar.
9, the fast overhead pedestrian crossing according to claim 1 is characterized in that: track (5) and slide truss (2) are moveable structure.
10, the fast overhead pedestrian crossing according to claim 1 is characterized in that: the two ends extended position of track truss is provided with service booth (9).
CN 200610013755 2006-05-19 2006-05-19 Fast overhead pedestrian crossing Pending CN101074552A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200610013755 CN101074552A (en) 2006-05-19 2006-05-19 Fast overhead pedestrian crossing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200610013755 CN101074552A (en) 2006-05-19 2006-05-19 Fast overhead pedestrian crossing

Publications (1)

Publication Number Publication Date
CN101074552A true CN101074552A (en) 2007-11-21

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200610013755 Pending CN101074552A (en) 2006-05-19 2006-05-19 Fast overhead pedestrian crossing

Country Status (1)

Country Link
CN (1) CN101074552A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102417135A (en) * 2010-09-28 2012-04-18 东北林业大学 Circulating seat-type automatic street flyover
CN103061241A (en) * 2013-01-15 2013-04-24 潘元章 Slide type overhead bridge and slide type overhead bridge system
CN103103916A (en) * 2012-12-13 2013-05-15 刘世海 Pedestrian bridge
CN103114518A (en) * 2012-12-13 2013-05-22 刘世海 Illustration advertising type overline bridge convenient to use
CN103132451A (en) * 2012-12-13 2013-06-05 刘世海 Conveyor belt double-layer platform bridge
CN103132445A (en) * 2012-12-13 2013-06-05 刘世海 Motor-driven transmission overpass
CN104250949A (en) * 2013-06-25 2014-12-31 张明亮 Gravity slide type overpass

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102417135A (en) * 2010-09-28 2012-04-18 东北林业大学 Circulating seat-type automatic street flyover
CN103103916A (en) * 2012-12-13 2013-05-15 刘世海 Pedestrian bridge
CN103114518A (en) * 2012-12-13 2013-05-22 刘世海 Illustration advertising type overline bridge convenient to use
CN103132451A (en) * 2012-12-13 2013-06-05 刘世海 Conveyor belt double-layer platform bridge
CN103132445A (en) * 2012-12-13 2013-06-05 刘世海 Motor-driven transmission overpass
CN103061241A (en) * 2013-01-15 2013-04-24 潘元章 Slide type overhead bridge and slide type overhead bridge system
CN104250949A (en) * 2013-06-25 2014-12-31 张明亮 Gravity slide type overpass
CN104250949B (en) * 2013-06-25 2016-04-20 李炀 A kind of gravity sliding board-type overline bridge

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C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication