CN103215867B - Assembled type intersected road system of bridge floor supporting band traveling device - Google Patents
Assembled type intersected road system of bridge floor supporting band traveling device Download PDFInfo
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- CN103215867B CN103215867B CN201310156163.4A CN201310156163A CN103215867B CN 103215867 B CN103215867 B CN 103215867B CN 201310156163 A CN201310156163 A CN 201310156163A CN 103215867 B CN103215867 B CN 103215867B
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Abstract
The invention provides an assembled type intersected road system of a bridge floor supporting band traveling device, belongs to the technical field of urban road traffic facilities, and mainly solves the problem that the working period of modifying an urban planar intersection into a flyover is long. The assembled type intersected road system is characterized by comprising a crossed intersection intersected road system and a T-shaped intersection intersected road system, wherein the crossed intersection intersected road system comprises a straight-traveling flyover and a left-turning flyover; the T-shaped intersection intersected road system comprises a left-turning flyover and a pedestrian crossing flyover; the straight-traveling flyover comprises a bridge floor support, a driving bridge floor and a vertical column; the left-turning flyover comprises an overcross bridge floor, a left-turning bridge floor support and a vertical column; and the pedestrian crossing flyover comprises pedestrian steps positioned on a sidewalk and a pedestrian crossing bridge floor which is arranged on a transverse road on the pedestrian steps. By adopting an assembled type structure, the construction speed of an urban flyover is greatly increased.
Description
Technical field
The invention belongs to urban highway traffic facility technology field, be specifically related to the assembly type grade separation roadnet of bridge floor support belt running gear.
Background technology
It is the biggest obstacle hindering urban transportation efficiency that urban road midplane intersects, therefore, urban construction viaduct or subway are the conventional means solving urban transportation inefficiency at present, but owing to building viaduct in existing intersection, not only cost is high, and the construction period is long, it is serious that the construction period affects traffic.
Summary of the invention
To be solved by this invention is city grade crossing reform strengthening viaduct problem long in time limit, provides the assembly type grade separation roadnet of bridge floor support belt running gear.
The present invention solves the problems of the technologies described above the technical scheme taked to be:
The assembly type grade separation roadnet of bridge floor support belt running gear, comprises right-angled intersection grade separation roadnet and T-shaped intersection grade separation roadnet; Described right-angled intersection grade separation roadnet comprises craspedodrome viaduct and left-turn flyover, and the craspedodrome viaduct gapless on the two-way Through Lane in the middle part of longitudinal road that described craspedodrome viaduct is arranged on crossroad and on two-way lane is arranged side by side; Described left-turn flyover is arranged on the road of the four direction of crossroad; Belt road is followed successively by left-turn flyover, craspedodrome viaduct road under bridge section, left-turn flyover along direction of traffic; Longitudinal road is followed successively by left-turn flyover, craspedodrome viaduct, left-turn flyover along direction of traffic;
Described T-shaped intersection grade separation roadnet comprises left-turn flyover and pedestrian crossing viaduct; Described left-turn flyover is arranged on the road at two symmetrical crossings in T-shaped road junction; Described pedestrian crossing viaduct is arranged on the road at independent crossing in T-shaped road junction;
Described craspedodrome viaduct comprises bridge floor support, People's Bank of China's ladder, garage's bridge floor and the first column, and described bridge floor supports inside and arranges drive unit and road wheel, arranges some telescopic props bottom it; Bridge floor supports and comprises bearing, the ramp be connected with bearing and mov-ing ramp; In bearing side surface upper part, vertical lift ladder and underpass ladder on bridge are set; Described underpass ladder side arranges genuine ramp; Described bearing end face is provided with coniform pit and square pit; Described People's Bank of China ladder is positioned on pavement, ground, and it comprises roadside vertical lift ladder and stair step; Between described People's Bank of China ladder and bridge floor support, People's Bank of China's attachment strap is set; Described People's Bank of China's attachment strap one end is connected with underpass mouth, and the other end is connected with the attachment strap pillar on People's Bank of China ladder; Described People's Bank of China attachment strap is positioned at above right turning vehicle road, ground and bicycle lane; Described garage's bridge floor two ends are convex arc surface, and it is divided into bridge floor driveway and bridge floor walkway by spacer assembly, and garage's bridge floor between two bridge floors support, and docks with the concaved circular cambered surface of bridge floor joint; This bottom surface, garage's bridge floor two ends arranges the taper boss matched with coniform pit, and this taper boss is positioned at coniform pit, and vehicular bridge Middle face bottom surface arranges the column pit coordinated with column top; Described first column is positioned at below garage's bridge floor, and upper end is inserted in column pit; Described bridge floor joint one end is concaved circular cambered surface, one end is slope, and its underpart arranges square boss, and this bridge floor joint is positioned at bridge floor and supports, the square pit that on it, square boss supports with bridge floor coordinates, and the ramp that the slope of this bridge floor joint one end and bridge floor support coincide;
Described left-turn flyover comprise across road and bridge face, left-hand rotation bridge floor support and the second column; Described across road and bridge face between left-hand rotation bridge floor supports, and across road and bridge face and the ramp form right angle turning road that supports with bridge floor of left-hand rotation; Direction, ramp is consistent with direction, Ground Vehicle trade; Described left-hand rotation bridge floor support is arranged on the road of distance craspedodrome viaduct certain distance, the width of bicycle lane is left with pavement, ground, this left-hand rotation bridge floor supports and the ramp that supported by bridge floor arranges spacer assembly forms ramp isolating pedestrian ramp, this left-hand rotation bridge floor supports and the ramp that supported by bridge floor arranges spacer assembly forms ramp isolating pedestrian ramp, this pedestrian ramp with across being connected across passerby trade on road and bridge faces; Describedly across road and bridge faces arranges spacer assembly, this is divided into across bus trade with across passerby trade across road and bridge face, the column pit coordinated with column top is set across road and bridge Middle face bottom surface; Described second column is positioned at across below road and bridge faces, and upper end is inserted in column pit;
Described pedestrian crossing viaduct comprises the People's Bank of China's ladder be positioned on pavement, ground and the People's Bank of China's attachment strap across road be arranged on People's Bank of China's ladder;
Described stair step side arranges bicycle ramp.
Described craspedodrome viaduct is made up of some bicycle road craspedodrome viaducts that gapless is arranged side by side.
Described bridge floor arranges driver's cabin, lounge and pedestrian's outlet in supporting.
The present invention compared with prior art, has following beneficial effect:
The present invention is owing to adopting modular construction, the construction speed of viaduct is greatly improved, only need to adopt special haulage vehicle by garage's bridge floor, across road and bridge face and People's Bank of China's ladder transport put in place, again bridge floor support and left-hand rotation bridge floor are supported driving to the predetermined area, the coniform pit that the taper boss at bridge floor two ends and bridge floor support is combined together, column top is inserted the pit below in the middle part of bridge floor, then People's Bank of China's ladder is installed on pavement, namely complete the assembling of viaduct.
Accompanying drawing explanation
Fig. 1 is crossroad of the present invention grade separation roadnet schematic diagram;
Fig. 2 is T-shaped road junction of the present invention grade separation roadnet schematic diagram;
Fig. 3 is left-turn flyover bridge floor top view of the present invention;
Fig. 4 is bridge floor supporting construction schematic diagram of the present invention;
Fig. 5 is that bridge floor of the present invention supports top view;
Fig. 6 is that the present invention keeps straight on viaduct bridge floor top view;
Fig. 7 is that the present invention keeps straight on viaduct bridge deck structure schematic diagram;
Fig. 8 is that the present invention keeps straight on viaduct structural representation;
Fig. 9 be in Fig. 8 A-A to profile;
Figure 10 be in Fig. 9 B-B to profile;
Figure 11 is People's Bank of China of the present invention ladder and bridge floor support assembled structure top view;
Figure 12 is bridge floor bridge floor joint schematic diagram of the present invention;
Figure 13 is bridge floor joint top view of the present invention;
Figure 14 is the pedestrian crossing viaduct schematic diagram of T-shaped road junction of the present invention grade separation roadnet.
In figure: 1-left-turn flyover; 2-craspedodrome viaduct; 3-belt road; 4-longitudinal road; Pavement, 5-ground; 6-pedestrian crossing viaduct; 7-across road and bridge face; 8-across passerby trade; 9-column pit; 10-coniform boss; 11-bridge floor supports; 12-underpass ladder; 13-genuine ramp; Vertical lift ladder on 14-bridge; 15-road wheel; 16-telescopic prop; 17-mov-ing ramp; 18-square pit; 19-taper pit; 20-garage bridge floor; 21-bridge floor walkway; 22-the first column; 23-underpass attachment strap; 24-People's Bank of China attachment strap; 25-roadside vertical lift ladder; 26-stair step; 27-bicycle ramp; 28-attachment strap pillar; 29-bridge floor joint; 30-square boss; 31-the second column.
Detailed description of the invention
As depicted in figs. 1 and 2, the assembly type grade separation roadnet of bridge floor support belt running gear, comprises right-angled intersection grade separation roadnet and T-shaped intersection grade separation roadnet; Described right-angled intersection grade separation roadnet comprises craspedodrome viaduct 2 and left-turn flyover 1, and described craspedodrome viaduct 2 is arranged on longitudinal road 4 of crossroad; Described left-turn flyover 1 is arranged on the road of the four direction of crossroad; Belt road 3 is followed successively by left-turn flyover 1, craspedodrome viaduct road under bridge section, left-turn flyover 1 along direction of traffic; Longitudinal road 4 is followed successively by left-turn flyover 1, craspedodrome viaduct 2, left-turn flyover 1 along direction of traffic;
Described T-shaped intersection grade separation roadnet comprises left-turn flyover 1 and pedestrian crossing viaduct 6; Described left-turn flyover 1 is arranged on the road at two symmetrical crossings in T-shaped road junction; Described pedestrian crossing viaduct 6 is arranged on the road at independent crossing in T-shaped road junction;
As shown in Fig. 8, Fig. 9, Figure 10, Figure 11, described craspedodrome viaduct comprises bridge floor support 11, People's Bank of China's ladder, garage's bridge floor 20 and the first column 22, as shown in Figure 4, Figure 5, Figure 6 and Figure 7, described bridge floor supports 11 inside and arranges drive unit and road wheel 15, arranges some telescopic props 16 bottom it; Bridge floor supports 11 and comprises bearing, the ramp be connected with bearing and mov-ing ramp 17; In bearing side surface upper part, vertical lift ladder 14 and underpass ladder 12 on bridge are set; Described underpass ladder 12 side arranges genuine ramp 13; Described bearing end face is provided with coniform pit 19 and square pit 18; Described People's Bank of China ladder is positioned on pavement, ground, and it comprises roadside vertical lift ladder 25 and stair step 26; Between described People's Bank of China ladder and bridge floor support 11, People's Bank of China's attachment strap 24 is set; Described People's Bank of China attachment strap 24 one end is connected with underpass mouth, and the other end is connected with the attachment strap pillar 28 on People's Bank of China ladder; Described People's Bank of China attachment strap 24 is positioned at above right turning vehicle road, ground and bicycle lane; Described garage bridge floor 20 two ends are convex arc surface, and it is divided into bridge floor driveway and bridge floor walkway 21 by spacer assembly, and garage's bridge floor 20 supports between 11 at two bridge floors, and docks with the concaved circular cambered surface of bridge floor joint 29; This bottom surface, garage's bridge floor two ends arranges the taper boss 10 matched with coniform pit 19, and this taper boss 10 is positioned at coniform pit 19, and vehicular bridge Middle face bottom surface arranges the column pit 9 coordinated with column top; Described first column 22 is positioned at below garage's bridge floor 20, and upper end is inserted in column pit 9; As shown in Figure 12 and Figure 13, described bridge floor joint 29 one end is concaved circular cambered surface, one end is slope, its underpart arranges square boss 30, this bridge floor joint 29 is positioned at bridge floor and supports on 11, the square pit 18 that on it, square boss 30 and bridge floor support on 11 coordinates, and the ramp that the slope of this bridge floor joint 29 one end and bridge floor support coincide;
As shown in figures 1 and 3, described left-turn flyover 1 comprise across road and bridge face 7, left-hand rotation bridge floor supports and the second column 31; Described across road and bridge face 7 between left-hand rotation bridge floor supports, and across the ramp form right angle turning road that road and bridge face 7 supports with bridge floor with left-hand rotation; Direction, ramp is consistent with direction, Ground Vehicle trade; Described left-hand rotation bridge floor support is arranged on the road of distance craspedodrome viaduct certain distance, the width of bicycle lane is left with pavement, ground 5, this left-hand rotation bridge floor support support 11 by bridge floor ramp on spacer assembly be set form ramp isolating pedestrian ramp, this pedestrian ramp with across being connected across passerby trade 8 on road and bridge faces 7; Describedly across road and bridge faces 7 arranges spacer assembly, this is divided into across bus trade with across passerby trade 8 across road and bridge face, the column pit 9 coordinated with column top is set across road and bridge Middle face bottom surface; Described second column 31 is positioned at across below road and bridge faces, and upper end is inserted in column pit 9;
As shown in figure 14, described pedestrian crossing viaduct 6 comprises the People's Bank of China's ladder be positioned on pavement, ground and the People's Bank of China's attachment strap 24 across road be arranged on People's Bank of China's ladder;
As shown in Figure 9, described stair step 26 side arranges bicycle ramp 27.
Described craspedodrome viaduct 2 is made up of some bicycle road craspedodrome viaducts that gapless is arranged side by side.
Described bridge floor supports in 11 and arranges driver's cabin, workplace and pedestrian's outlet.
The course of work and principle:
When the present invention uses, assembling craspedodrome viaduct and left-turn flyover respectively;
The assembling of craspedodrome viaduct:
First bridge floor is supported 11 and be driven to the predetermined area by the drive unit of himself, and on the transverse direction being parked in intersection or longitudinal road craspedodrome road, symmetry is parked on two relative crossings, and is put down by telescopic prop 16 and make it land, the supporting power that rising bears a heavy burden does in order to reduce road wheel 15; In the process of driving this bridge floor support 11, mov-ing ramp 17 upwards rotates, and makes driver can observe its front; And then by garage's bridge floor 20 and bridge floor joint 29, the predetermined area is transported to by special transport vehicle, and garage's bridge floor 20 is placed in two bridge floors supports 11, the coniform boss 10 at bridge floor two ends is combined together with taper pit 19, square pit 18 on the bearing support the square boss 30 on bridge floor joint 29 and bridge floor is combined together, first column 22 top is inserted in the column pit 9 below in the middle part of bridge floor, each direction there are some Through Lanes, then the craspedodrome viaduct of same quantity is installed; Be arranged on by People's Bank of China's ladder on pavement, ground, People's Bank of China's attachment strap 24 two ends are connected with underpass mouth edge and attachment strap pillar 28 respectively; Elevator power supply is connected civil power, namely completes the assembling of craspedodrome viaduct 2;
The assembling of left-turn flyover:
For crossroad: first bridge floor is supported 11 and be positioned on the motor vehicle driveway on the road at the symmetrical crossing of crossroad; To be positioned over two bridge floors across road and bridge face 7 again supports on 11, coniform pit 19 is combined together with coniform boss 10, the ramp of bridge floor support 11 arranges spacer assembly side is isolated into pedestrian ramp, underpass attachment strap 23 is taken down, with make pedestrian can go directly bridge floor support 11 bottom surface, thus the pedestrian in supporting from this bridge floor exports and arrives the pavement, ground 5 in roadside;
For T-shaped road junction: two symmetrical crossing roads install left-turn flyover 1 respectively; Pedestrian crossing viaduct 6 is installed at independent crossing; Be arranged between the People's Bank of China's ladder on pavement, ground and cost People's Bank of China's attachment strap 24.
When this invention uses, for the vehicle in the either direction of crossroad as needs turn left time, need to turn right below People's Bank of China's attachment strap of craspedodrome viaduct, when reaching left-turn flyover, turn left by across road and bridge face after up gradient, turn left again and to be driven off by ramp, proceed to craspedodrome viaduct garage's bridge floor along Through Lane or craspedodrome viaduct road under bridge section passes through crossroad; Pedestrian and bicycle can cross road by the People's Bank of China's ladder on craspedodrome viaduct and the terraced realization of vertical lift, also by the pedestrian ramp of left-turn flyover and realize crossing road across passerby trade 8.
The vehicle of keeping straight on for symmetrical crossing, T-shaped road junction is unaffected, right side realizes without the left-turn flyover of the vehicle needing in the symmetrical road at crossing to turn left by the other end, need the vehicle turned left first to turn right in independent crossing, upper left-turn flyover turns around to realize.Pedestrian and bicycle can realize crossing road by left-turn flyover, pedestrian crossing viaduct.
Police and staff can workplaces in bridge floor supports, office or temporarily have a rest.
Claims (3)
1. the assembly type grade separation roadnet of bridge floor support belt running gear, is characterized in that: comprise right-angled intersection grade separation roadnet and T-shaped intersection grade separation roadnet; Described right-angled intersection grade separation roadnet comprises craspedodrome viaduct (2) and left-turn flyover (1), on the two-way Through Lane that described craspedodrome viaduct (2) is arranged on longitudinal road (4) middle part of crossroad and craspedodrome viaduct gapless on two-way lane is arranged side by side; Described left-turn flyover (1) is arranged on the road of the four direction of crossroad; Belt road (3) is followed successively by left-turn flyover (1), craspedodrome viaduct road under bridge section, left-turn flyover (1) along direction of traffic; Longitudinal road (4) is followed successively by left-turn flyover (1), craspedodrome viaduct (2), left-turn flyover (1) along direction of traffic;
Described T-shaped intersection grade separation roadnet comprises left-turn flyover (1) and pedestrian crossing viaduct (6); Described left-turn flyover (1) is arranged on the road at two symmetrical crossings in T-shaped road junction; Described pedestrian crossing viaduct (6) is arranged on the road at independent crossing in T-shaped road junction;
Described craspedodrome viaduct comprises bridge floor and supports (11), People's Bank of China's ladder, garage's bridge floor (20) and the first column (22), described bridge floor supports (11) inside and arranges drive unit and road wheel (15), arranges some telescopic props (16) bottom it; Bridge floor supports (11) and comprises bearing, the ramp be connected with bearing and mov-ing ramp (17); In bearing side surface upper part, vertical lift ladder (14) and underpass ladder (12) on bridge are set; Described underpass ladder (12) side arranges genuine ramp (13); Described bearing end face is provided with coniform pit (19) and square pit (18); Described People's Bank of China ladder is positioned on pavement, ground, and it comprises roadside vertical lift ladder (25) and stair step (26); Support between (11) at described People's Bank of China ladder and bridge floor and People's Bank of China's attachment strap (24) is set; Described People's Bank of China attachment strap (24) one end is connected with underpass mouth, and the other end is connected with the attachment strap pillar (28) on People's Bank of China ladder; Described People's Bank of China attachment strap (24) is positioned at above right turning vehicle road, ground and bicycle lane; Described garage bridge floor (20) two ends are convex arc surface, it is divided into bridge floor driveway and bridge floor walkway (21) by spacer assembly, garage's bridge floor (20) is positioned at two bridge floors and supports between (11), and docks with the concaved circular cambered surface of bridge floor joint (29); This bottom surface, garage's bridge floor two ends arranges the taper boss (10) matched with coniform pit (19), this taper boss (10) is positioned at coniform pit (19), and vehicular bridge Middle face bottom surface arranges the column pit (9) coordinated with column top; Described first column (22) is positioned at garage's bridge floor (20) below, and upper end is inserted in column pit (9); Described bridge floor joint (29) one end is concaved circular cambered surface, one end is slope, its underpart arranges square boss (30), this bridge floor joint (29) is positioned at bridge floor and supports on (11), the square pit (18) that on it, square boss (30) supports with bridge floor on (11) coordinates, and the ramp that the slope of this bridge floor joint (29) one end and bridge floor support coincide;
Described left-turn flyover (1) comprises across road and bridge face (7), the support of left-hand rotation bridge floor and the second column (31); Described across road and bridge face (7) between left-hand rotation bridge floor supports, and across the ramp form right angle turning road that road and bridge face (7) and left-hand rotation support with bridge floor; Direction, ramp is consistent with direction, Ground Vehicle trade; Described left-hand rotation bridge floor support is arranged on the road of distance craspedodrome viaduct certain distance, the width of bicycle lane is left with pavement, ground (5), this left-hand rotation bridge floor support support (11) by bridge floor ramp on spacer assembly be set form ramp isolating pedestrian ramp, this pedestrian ramp with across being connected across passerby trade (8) on road and bridge face (7); Describedly across being arranged spacer assembly road and bridge face (7), this is divided into across bus trade with across passerby trade (8) across road and bridge face, the column pit (9) coordinated with column top is set across road and bridge Middle face bottom surface; Described second column (31) is positioned at across below road and bridge faces, and upper end is inserted in column pit (9);
Described pedestrian crossing viaduct (6) comprises the People's Bank of China's ladder be positioned on pavement, ground and the People's Bank of China's attachment strap (24) across road be arranged on People's Bank of China's ladder;
Described stair step (26) side arranges bicycle ramp (27).
2. according to the assembly type grade separation roadnet of bridge floor support belt running gear according to claim 1, it is characterized in that: described craspedodrome viaduct (2) is made up of some bicycle road craspedodrome viaducts that gapless is arranged side by side.
3. according to the assembly type grade separation roadnet of bridge floor support belt running gear according to claim 1, it is characterized in that: described bridge floor supports in (11) and arranges driver's cabin, workplace and pedestrian's outlet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310156163.4A CN103215867B (en) | 2013-04-28 | 2013-04-28 | Assembled type intersected road system of bridge floor supporting band traveling device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310156163.4A CN103215867B (en) | 2013-04-28 | 2013-04-28 | Assembled type intersected road system of bridge floor supporting band traveling device |
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| CN103215867A CN103215867A (en) | 2013-07-24 |
| CN103215867B true CN103215867B (en) | 2015-04-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310156163.4A Active CN103215867B (en) | 2013-04-28 | 2013-04-28 | Assembled type intersected road system of bridge floor supporting band traveling device |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821078B (en) * | 2014-03-04 | 2015-10-28 | 张宝宇 | The transfer device of Mobile overpass |
| CN104494715A (en) * | 2014-12-24 | 2015-04-08 | 张宝宇 | Interchange type bus |
| CN105970791A (en) * | 2016-07-03 | 2016-09-28 | 张光裕 | Land-saving overhead type pedestrian bridge |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1784720A1 (en) * | 1968-09-11 | 1971-08-12 | Hagedorn Gerhard Dipl Ing | Bridging carriageway |
| WO2007028305A1 (en) * | 2005-09-09 | 2007-03-15 | Chi Sum Jack Lam | A double layer full interchange crossroad, a construction method therefor and a prefabricated member used therein |
| CN201593161U (en) * | 2009-11-20 | 2010-09-29 | 楚伟峰 | Movable bridge |
| TW201239155A (en) * | 2011-03-25 | 2012-10-01 | Rui-Zhang Xiao | High-speed road hardware and car driving method thereof |
| CN203200628U (en) * | 2013-04-28 | 2013-09-18 | 牛化会 | Assembled type interchange road system of bridge floor supporting belt walking device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB0421726D0 (en) * | 2004-10-01 | 2004-11-03 | Seymour James F | Temporary roadway |
-
2013
- 2013-04-28 CN CN201310156163.4A patent/CN103215867B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1784720A1 (en) * | 1968-09-11 | 1971-08-12 | Hagedorn Gerhard Dipl Ing | Bridging carriageway |
| WO2007028305A1 (en) * | 2005-09-09 | 2007-03-15 | Chi Sum Jack Lam | A double layer full interchange crossroad, a construction method therefor and a prefabricated member used therein |
| CN201593161U (en) * | 2009-11-20 | 2010-09-29 | 楚伟峰 | Movable bridge |
| TW201239155A (en) * | 2011-03-25 | 2012-10-01 | Rui-Zhang Xiao | High-speed road hardware and car driving method thereof |
| CN203200628U (en) * | 2013-04-28 | 2013-09-18 | 牛化会 | Assembled type interchange road system of bridge floor supporting belt walking device |
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| CN103215867A (en) | 2013-07-24 |
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Effective date of registration: 20201228 Address after: 537100 Comprehensive Economic Development Zone of Three-invested Enterprises in Gangnan District, Guigang City, Guangxi Zhuang Autonomous Region (near the traffic lights of Jiangnan Industrial Zone) Patentee after: Guangxi Xin Bin Cheng Machinery Co.,Ltd. Address before: 047199 Dongcheng, Handian Town, Changzhi County, Changzhi City, Shanxi Province Patentee before: Niu Huahui |
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| CI03 | Correction of invention patent | ||
| CI03 | Correction of invention patent |
Correction item: Patentee|Address Correct: Niuhuahui|047199 Dongcheng, Handian Town, Changzhi County, Changzhi City, Shanxi Province False: Guangxi Xinbincheng Machinery Co.,Ltd.|537100 Economic Comprehensive Development Zone of Foreign-funded Enterprises, Gangnan District, Guigang City, Guangxi Zhuang Autonomous Region (near the traffic lights in Jiangnan Industrial Zone) Number: 02-02 Volume: 37 |