CN203684061U - Steel pedestrian overcrossing fast to disassemble or assemble - Google Patents
Steel pedestrian overcrossing fast to disassemble or assemble Download PDFInfo
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- CN203684061U CN203684061U CN201420024198.2U CN201420024198U CN203684061U CN 203684061 U CN203684061 U CN 203684061U CN 201420024198 U CN201420024198 U CN 201420024198U CN 203684061 U CN203684061 U CN 203684061U
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Abstract
The utility model provides a steel pedestrian overcrossing fast to disassemble or assemble. The steel pedestrian overcrossing comprises a pier, a bridge arranged on the pier and provided with a bridge floor, steps arranged at the two ends of the bridge and guardrails arranged on the two sides of the bridge and the two sides of the steps and is characterized in that the bridge is composed of a connecting assembly and a plurality of H-shaped steel pieces with through holes, the connecting assembly comprises end plates arranged at the front ends and tail ends of the H-shaped steel pieces, clamping plates arranged in H-shaped steel grooves and connecting plates, the end plates are provided with through holes, the clamping plates are provided with through holes, the connecting plates are arranged between every two adjacent clamping plates and provided with through holes, and bolts and nuts are arranged in the through holes. Because the pedestrian overcrossing can be quickly and conveniently assembled or disassembled, building or disassembling time is greatly shortened, road traffic pressure is released, the disassembled pedestrian overcrossing can be repeatedly used, materials are greatly saved, and cost is greatly reduced; furthermore, due to the adoption of the assembly-type structure, batch production and assembled piece transport can be achieved, and large-scale intensive production, transport and installing are facilitated.
Description
Technical field
The utility model relates to the steel structure footbridge of a kind of pedestrian overcrossing, particularly a kind of quickly dismantled, belongs to bridge construction design and manufacturing technology field.
Background technology
Pedestrian overcrossing is indispensable architectural construction in urban construction, and it can solve people, car mixes the current traffic safety problem existing.But because existing pedestrian overcrossing mostly is steel and concrete structure, while construction in the city many people, vehicle flowrate is large, understand because the time is long, take limited path resource, and bring adverse effect to urban highway traffic and people's trip.Meanwhile, this permanent bridge changes need to remove time in urban planning, not only time-consuming taking a lot of work, once and remove and again cannot utilize, cause waste of raw materials.Though also develop the pedestrian overcrossing of steel work at present, but still have Heavy Weight, welding procedure amount is large, dismounting inconvenience, volume is large, transports the problems such as difficulty.Therefore be necessary prior art to be improved.
Summary of the invention
For solving existing pedestrian overcrossing because adopting steel and concrete structure, and take path resource in the time building or remove, time-consuming taking a lot of work, can not reuse, or because adopting steel work to have Heavy Weight, the problems such as welding procedure amount is large, dismounting inconvenience, the utility model provides a kind of steel structure footbridge of quickly dismantled.
The utility model completes by following technical proposal: a kind of steel structure footbridge of quickly dismantled, comprise bridge pier, and be located at the bridge with bridge floor on bridge pier, with the ladder of being located at bridge two ends, be located at the guardrail of bridge and ladder both sides, it is characterized in that bridge is made up of several i iron and the coupling assembling of establishing through hole on it, many i iron are connected into bridge by coupling assembling.
Described coupling assembling comprises the end plate of establishing through hole on its that be located at i iron head and the tail two ends, and be located at the clamp of establishing through hole on its in i iron groove, and be located at the connecting plate of establishing through hole on its between clamp between two, in through hole, be provided with bolt and nut, to longitudinally connect i iron between two by end plate, thereby extend bridge length, more laterally connect i iron between two by clamp and connecting plate, increase bridge width, and fix by bolt and nut.
Described bridge floor comprises is located at the several piece panel of establishing through hole on its on bridge successively, is provided with bolt and nut in through hole, and this through hole is corresponding with the through hole on i iron, to connect panel on bridge by bolt and nut.
Described ladder comprises two cant beams arranged side by side, and be located at successively several grades of L-squares on two cant beams, wherein, each cant beam by i iron with and on establish through hole connection end plate form, in through hole, be provided with bolt and nut, to longitudinally connect i iron between two by connecting end plate, and be fixed by bolt and nut, thereby extend cant beam length.
The horizontal end face of described each L-square and the vertically two ends of end face are welded on respectively on two cant beams, to form multistage ladder.
Described bridge pier is made as several circles or ellipse or the rectangle column of different length, the top of each root post and bottom are respectively equipped with top board and the chassis with through hole, in through hole, be provided with bolt and nut, to pass through bolt and nut fixed underpan in underground reinforced concrete foundation, fix bridge, ladder on several bridge piers by bolt and nut again, thereby form the pedestrian overcrossing with ladder, bridge.
Described guardrail comprises vertical rod, is fixed on the cross bar between vertical rod, and the bottom of each vertical rod is provided with the base plate with through hole on it, is provided with bolt and nut in through hole, to connect guardrail in bridge and ladder both sides by bolt and nut.
The utlity model has following advantages and effect: adopt such scheme; can assemble quickly and easily or remove pedestrian overcrossing; greatly shortened the time of building or dismounting, alleviated road traffic pressure, and pedestrian overcrossing after removing is reusable; material and cost are greatly saved; in addition, owing to having adopted modular construction, can be mass, transport assembly; being conducive to scale, intensive production, transportation and installation, is a desirable pedestrian overcrossing in fact.
Accompanying drawing explanation
Fig. 1 is the front view of the utility model;
Fig. 2 is the top view of the utility model;
Fig. 3 is the A-A view of Fig. 1;
Fig. 4 is the bridge vertical structure figure of the utility model;
Fig. 5 is the B-B view of Fig. 4;
Fig. 6 is the cross-section of bridge structure chart of the utility model;
Fig. 7 is the structure chart of winning in succession of the utility model;
Fig. 8 is the deck structrue figure of the utility model;
Fig. 9 is the hierarchic structure figure of the utility model;
Figure 10 is the guard bar structure figure of the utility model;
Figure 11 is the bridge pier chassis structure figure of the utility model;
Figure 12 is the guardrail base arrangement figure of the utility model.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described further.
The steel structure footbridge of the quickly dismantled that the utility model provides, comprise bridge pier 9, and be located at the bridge with bridge floor 81 on bridge pier 9, with the ladder 2 of being located at bridge 1 two ends, be located at the guardrail 3 of bridge 1 and ladder 2 both sides, bridge 1 is made up of several i iron 10 and the coupling assembling of establishing the first through hole 19 on it, coupling assembling comprises the end plate 11 of establishing the second through hole 12 on its that be located at i iron 10 head and the tail two ends, and be located at the clamp 14 of establishing third through-hole 13 on its in i iron 10 grooves, and be located at the connecting plate 15 of establishing fourth hole 16 on its between clamp 14 between two, the first through hole 19, the second through hole 12, in third through-hole 13, be equipped with bolt and nut, bridge floor 8 comprises is located at the several piece panel 17 of establishing fifth hole 18 on its on bridge 1 successively, in fifth hole 18, be provided with bolt and nut, this fifth hole 18 is corresponding with the first through hole 19 on i iron 10, fix with bolts and nuts to facilitate, ladder 2 comprises two cant beams 7 arranged side by side, and be located at successively the several piece L-square 21 on two cant beams 7, wherein each cant beam by i iron 20 with and on establish the second through hole 12 connection end plate 11 form, in the second through hole 12, be provided with bolt and nut, connect i iron 20 between two to facilitate, the horizontal end face of described each L-square 21 and the vertically two ends of end face are welded on respectively on two cant beams 7, to form multistage ladder, bridge pier 9 is made as several circular abutments of different length, the napex of each root circular abutment and bottom are respectively equipped with top board 22 and the chassis 23 with the 6th through hole 24, top board 22 and bridge 1, ladder 2 is connected, and fix by screw bolt and nut, chassis 23 is connected with underground concrete foundation, and fix by screw bolt and nut, guardrail 3 comprises vertical rod 6, be fixed on the cross bar 5 between vertical rod 6, the bottom of each vertical rod is provided with the base plate 4 with the 7th through hole 25 on it, in the 7th through hole 25, be provided with bolt and nut, so that nonfloating rail 3 is in bridge 1, ladder 2 both sides, as Fig. 1～Figure 12.
Claims (5)
1. the steel structure footbridge of a quickly dismantled, comprise bridge pier, and be located at the bridge with bridge floor on bridge pier, and be located at the ladder at bridge two ends, be located at the guardrail of bridge and ladder both sides, it is characterized in that bridge is made up of several i iron and the coupling assembling of establishing through hole on it; Described coupling assembling comprises on its that be located at i iron head and the tail two ends establishes the end plate of through hole, and is located on its in i iron groove and establishes the clamp of through hole, and is located at the connecting plate of establishing through hole on its between clamp between two, is provided with bolt and nut in through hole.
2. the steel structure footbridge of quickly dismantled according to claim 1, is characterized in that described bridge floor comprises to be located at successively the several piece panel of establishing through hole on its on bridge, in through hole, be provided with bolt and nut, this through hole is corresponding with the through hole on i iron.
3. the steel structure footbridge of quickly dismantled according to claim 1, it is characterized in that described ladder comprises two cant beams arranged side by side, and be located at successively several grades of L-squares on two cant beams, wherein, each cant beam by i iron with and on establish through hole connection end plate form, in through hole, be provided with bolt and nut.
4. the steel structure footbridge of quickly dismantled according to claim 1, it is characterized in that described bridge pier is made as several circles or ellipse or the rectangle column of different length, the top of each root post and bottom are respectively equipped with top board and the chassis with through hole, are provided with bolt and nut in through hole.
5. the steel structure footbridge of quickly dismantled according to claim 1, is characterized in that described guardrail comprises vertical rod, is fixed on the cross bar between vertical rod, and the bottom of each vertical rod is provided with the base plate with through hole on it, is provided with bolt and nut in through hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420024198.2U CN203684061U (en) | 2014-01-15 | 2014-01-15 | Steel pedestrian overcrossing fast to disassemble or assemble |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420024198.2U CN203684061U (en) | 2014-01-15 | 2014-01-15 | Steel pedestrian overcrossing fast to disassemble or assemble |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203684061U true CN203684061U (en) | 2014-07-02 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420024198.2U Expired - Fee Related CN203684061U (en) | 2014-01-15 | 2014-01-15 | Steel pedestrian overcrossing fast to disassemble or assemble |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203684061U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758024A (en) * | 2014-01-15 | 2014-04-30 | 云南昆钢钢结构有限公司 | Quick assembling and disassembling steel-structure pedestrian overpass |
| CN104452568A (en) * | 2014-11-28 | 2015-03-25 | 林同棪国际工程咨询（中国）有限公司 | Steel plate girder pedestrian overbridge |
| CN105862611A (en) * | 2015-01-20 | 2016-08-17 | 任丘市永基建筑安装工程有限公司 | Secondary utilization technique for steel arch bridge |
| CN111254796A (en) * | 2020-01-20 | 2020-06-09 | 中铁三局集团建筑安装工程有限公司 | Single-side integral hoisting long-span overbridge for multiple railway business lines and construction method |
-
2014
- 2014-01-15 CN CN201420024198.2U patent/CN203684061U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758024A (en) * | 2014-01-15 | 2014-04-30 | 云南昆钢钢结构有限公司 | Quick assembling and disassembling steel-structure pedestrian overpass |
| CN103758024B (en) * | 2014-01-15 | 2015-12-30 | 云南昆钢钢结构有限公司 | The steel structure footbridge of quickly dismantled |
| CN104452568A (en) * | 2014-11-28 | 2015-03-25 | 林同棪国际工程咨询（中国）有限公司 | Steel plate girder pedestrian overbridge |
| CN105862611A (en) * | 2015-01-20 | 2016-08-17 | 任丘市永基建筑安装工程有限公司 | Secondary utilization technique for steel arch bridge |
| CN111254796A (en) * | 2020-01-20 | 2020-06-09 | 中铁三局集团建筑安装工程有限公司 | Single-side integral hoisting long-span overbridge for multiple railway business lines and construction method |
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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: 20140702 Termination date: 20190115 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |