CN203684059U - Large-span deck Bailey beam steel trestle structure - Google Patents
Large-span deck Bailey beam steel trestle structure Download PDFInfo
- Publication number
- CN203684059U CN203684059U CN201320608732.XU CN201320608732U CN203684059U CN 203684059 U CN203684059 U CN 203684059U CN 201320608732 U CN201320608732 U CN 201320608732U CN 203684059 U CN203684059 U CN 203684059U
- Authority
- CN
- China
- Prior art keywords
- trestle
- steel
- span
- bailey beam
- welded pipe
- 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
Links
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a large-span deck Bailey beam steel trestle structure. The deck Bailey beam steel trestle structure is characterized in that a steel trestle is formed by the design of a 15m auxiliary span plus a 30m main span plus a 15m auxiliary span, wherein the main span is 30m; the main span is matched with a spiral welded pipe to be used as a main span pier of the trestle; double station steel is arranged at the top of the spiral welded pipe and is used as a trestle distributive girder; an open groove for limiting the trestle distributive girder from becoming a main member is formed in the spiral welded pipe; the bailey beam is arranged on the spiral welded pipe; a trestle deck distributive girder adopts a steel plate trestle deck structure from the transverse direction to the longitudinal direction. According to the large-span deck Bailey beam steel trestle structure disclosed by the utility model is reasonable in design; by adopting a reasonable structural arrangement form, the large-span bearing capacity of the bailey beam steel trestle can be obtained, the temporary pass requirement of lines spanning rivers, existing roads and railway business lines and the like having traffic limitation can be met and the pass of vehicles with the maximum load of 100t can be allowed; according to the structural design of the steel trestle, the span of the main span of the steel trestle is increased to the maximum extent and the safety and the reliability of vehicle pass can be ensured.
Description
Technical field
The utility model relates to the structure field of steel trestle, relates in particular to a kind of large span deck type Bailey beam steel trestle structure.
Background technology
For the road that needs navigation or driving on need across the larger inland river of span, highway and railway etc., as: for pioneer road need be built in river a temporary construction suspension bridge along connecing, need to meet the wide requirement of navigation navigation channel 25m in river course, current domestic conventional 9m, the 12m adopting and 15m are across all not meeting the demands simultaneously.
Utility model content
The purpose of this utility model is the deficiency in order to make up prior art, and the large span deck type Bailey beam steel trestle structure that a kind of simple structure of constructing is stable is provided.
The utility model is achieved through the following technical solutions:
A kind of large span deck type Bailey beam steel trestle structure, it is characterized in that: steel trestle by 15m auxiliary across+30m main span+15m is auxiliary across designing, its main span is 30m, coordinate spiral welded pipe as trestle main span buttress, the top of described spiral welded pipe is provided with Two bors d's oeuveres station steel, described Two bors d's oeuveres station steel is as trestle distribution beam, it is main open slot that described spiral welded pipe is provided with restriction trestle distribution beam, Bailey beam is positioned in trestle distribution beam, and trestle bridge floor distribution beam adopts first horizontal rear vertical bridge floor of steel plate structure.
Described Bailey beam is long 3 meters of standardized structural element, high 1.5 meters, strengthens chord member for long 1.5 meters of standardized structural elements.
Described trestle main span buttress is the spiral welded pipe of diameter 530mm wall thickness 8mm, and single horizontal four, arrangement pitches is 2 meters, and between helix tube, 2.5 meters of vertical spacing are established and laterally connected together system, laterally connect system and adopt channel-section steel to make.
The shellfish thunder sheet that described Bailey beam is connected by spacing 45cm angle steel standard support frame is made, and under every Bailey beam, a slice that installs additional with bolts is strengthened chord member, adopts 49.5mm truss connecting pin to connect between Bailey beam.
The thickness of described bridge floor of steel plate is 10mm.
The utility model has the advantages that:
The utility model reasonable in design, adopt rational structural arrangement form to solve the supporting capacity of Bailey beam steel trestle large span, can solve the interim current requirement that has traffic restriction across river, river, existing highway, running railway line etc., can meet maximum load is the current of 100t vehicle, by the structure design of steel trestle having been strengthened to greatest extent to the span of steel trestle main span, and guarantee the safe and reliable of vehicle pass-through.
Accompanying drawing explanation
Fig. 1 is the utility model front view.
Fig. 2 is the utility model lateral view.
The specific embodiment
Referring to accompanying drawing, a kind of large span deck type Bailey beam steel trestle structure, steel trestle by 15m auxiliary across+30m main span+15m is auxiliary across designing, its main span is 30m, coordinates spiral welded pipe 1 as trestle main span buttress, and the top of spiral welded pipe 1 is provided with Two bors d's oeuveres station steel 2, Two bors d's oeuveres station steel 2 is as trestle distribution beam, it is main open slot that spiral welded pipe 1 is provided with restriction trestle distribution beam, and Bailey beam 3 is positioned in trestle distribution beam, vertical bridge floor of steel plate 4 structures after the first horizontal stroke of trestle bridge floor distribution beam employing.Described Bailey beam 3 is for long 3 meters of standardized structural element, high 1.5 meters, strengthens chord member 5 for long 1.5 meters of standardized structural elements.
Described steel trestle by 15m auxiliary across+30m main span+15m is auxiliary across designing, steel trestle is laterally by 10 longitudinal 20,5 groups of Bailey beams that the shellfish thunder sheet laterally being connected by spacing 45cm angle steel (L63 × 4) standard support frame is made are as the girder of trestle, under every Bailey beam, adopt M36 × 180mm bolt to connect and install a slice reinforcement chord member additional, between Bailey beam, adopt 49.5mm truss connecting pin to connect.Bailey beam limit earnestly by vertical spacing 2.5m [16 channel-section steels are welded into four spacing 2m Φ 530 helix tubes that horizontal bridging connects and forms, and buttress top cross beam is that 2I45a i iron forms; Middle buttress by double vertical spacing 2.5m [16 channel-section steels are welded into four spacing 2m Φ 530 helix tubes that horizontal bridging connects and forms, longitudinally longitudinal distribution beam of same axial employing 2I45a i iron composition, the crossbeam laterally forming for 3I45a i iron.Bridge deck is mated formation and is formed by horizontal spacing 60cmI28a i iron, longitudinal pitch 30cmI10 i iron, δ 10mm steel plate.
When implementation structure form, adopt pile driver first Φ 530 helix tubes to be squeezed into after below ground reaches bearing capacity and weld channel-section steel bridging between Φ 530 helix tubes, install in length and breadth to I45a distribution beam, after Bailey beam is good by on-site consolidation with crane lifting to transverse distribution beam, the bridge deck of mating formation.
Claims (5)
1. a large span deck type Bailey beam steel trestle structure, it is characterized in that: steel trestle by 15m auxiliary across+30m main span+15m is auxiliary across designing, its main span is 30m, coordinate spiral welded pipe as trestle main span buttress, the top of described spiral welded pipe is provided with Two bors d's oeuveres station steel, described Two bors d's oeuveres station steel is as trestle distribution beam, it is main open slot that described spiral welded pipe is provided with restriction trestle distribution beam, Bailey beam is positioned in trestle distribution beam, and trestle bridge floor distribution beam adopts first horizontal rear vertical bridge floor of steel plate structure.
2. large span deck type Bailey beam steel trestle structure according to claim 1, is characterized in that: described Bailey beam is long 3 meters of standardized structural element, high 1.5 meters, strengthens chord member for long 1.5 meters of standardized structural elements.
3. large span deck type Bailey beam steel trestle structure according to claim 1, it is characterized in that: described trestle main span buttress is the spiral welded pipe of diameter 530mm wall thickness 8mm, single horizontal four, arrangement pitches is 2 meters, between helix tube, 2.5 meters of vertical spacing are established and are laterally connected together system, laterally connect system and adopt channel-section steel to make.
4. large span deck type Bailey beam steel trestle structure according to claim 1, it is characterized in that: the shellfish thunder sheet that described Bailey beam is connected by spacing 45cm angle steel standard support frame is made, under every Bailey beam, a slice that installs additional with bolts is strengthened chord member, adopts 49.5mm truss connecting pin to connect between Bailey beam.
5. large span deck type Bailey beam steel trestle structure according to claim 1, is characterized in that: the thickness of described bridge floor of steel plate is 10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320608732.XU CN203684059U (en) | 2013-09-29 | 2013-09-29 | Large-span deck Bailey beam steel trestle structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320608732.XU CN203684059U (en) | 2013-09-29 | 2013-09-29 | Large-span deck Bailey beam steel trestle structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203684059U true CN203684059U (en) | 2014-07-02 |
Family
ID=51005982
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320608732.XU Expired - Fee Related CN203684059U (en) | 2013-09-29 | 2013-09-29 | Large-span deck Bailey beam steel trestle structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203684059U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060547A (en) * | 2014-07-10 | 2014-09-24 | 中交二航局第四工程有限公司 | Temporary steel trestle constructing method and trestle |
| CN104404861A (en) * | 2014-11-05 | 2015-03-11 | 中交第二航务工程局有限公司 | Steel trestle provided with steel anchor pile and construction method of steel trestle |
| CN104674643A (en) * | 2015-01-29 | 2015-06-03 | 四川路航建设工程有限责任公司 | Prestressed steel truss bridge |
| CN105350426A (en) * | 2015-09-29 | 2016-02-24 | 中国一冶集团有限公司 | Assembling method of pedestrian footpath in mountain construction |
| CN106978777A (en) * | 2017-05-22 | 2017-07-25 | 中铁第五勘察设计院集团有限公司 | A kind of make-shift bridge device |
| CN108442232A (en) * | 2018-04-30 | 2018-08-24 | 安徽省公路桥梁工程有限公司 | Assembled steel suspension bridge structure and its construction method |
| CN108691274A (en) * | 2017-04-05 | 2018-10-23 | 新疆顺安众达交通技术服务有限公司 | Load-bearing is adjustable install convenient steel constructed beam technical method |
| CN109184699A (en) * | 2018-08-20 | 2019-01-11 | 中铁六局集团有限公司 | Existing river construction is worn under open trench tunnel |
| CN113356065A (en) * | 2021-06-11 | 2021-09-07 | 中铁二十局集团第三工程有限公司 | Construction method for main trestle in deep water area |
| CN114525791A (en) * | 2022-02-28 | 2022-05-24 | 上海巨鲲科技有限公司 | Foundation pit steel support and steel trestle combined system |
-
2013
- 2013-09-29 CN CN201320608732.XU patent/CN203684059U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060547A (en) * | 2014-07-10 | 2014-09-24 | 中交二航局第四工程有限公司 | Temporary steel trestle constructing method and trestle |
| CN104404861A (en) * | 2014-11-05 | 2015-03-11 | 中交第二航务工程局有限公司 | Steel trestle provided with steel anchor pile and construction method of steel trestle |
| CN104674643A (en) * | 2015-01-29 | 2015-06-03 | 四川路航建设工程有限责任公司 | Prestressed steel truss bridge |
| CN105350426A (en) * | 2015-09-29 | 2016-02-24 | 中国一冶集团有限公司 | Assembling method of pedestrian footpath in mountain construction |
| CN108691274A (en) * | 2017-04-05 | 2018-10-23 | 新疆顺安众达交通技术服务有限公司 | Load-bearing is adjustable install convenient steel constructed beam technical method |
| CN106978777A (en) * | 2017-05-22 | 2017-07-25 | 中铁第五勘察设计院集团有限公司 | A kind of make-shift bridge device |
| CN108442232A (en) * | 2018-04-30 | 2018-08-24 | 安徽省公路桥梁工程有限公司 | Assembled steel suspension bridge structure and its construction method |
| CN108442232B (en) * | 2018-04-30 | 2023-09-26 | 安徽省公路桥梁工程有限公司 | Assembled steel temporary bridge structure and construction method thereof |
| CN109184699A (en) * | 2018-08-20 | 2019-01-11 | 中铁六局集团有限公司 | Existing river construction is worn under open trench tunnel |
| CN109184699B (en) * | 2018-08-20 | 2020-07-10 | 中铁六局集团太原铁路建设有限公司 | Construction method for passing existing river channel under open trench tunnel |
| CN113356065A (en) * | 2021-06-11 | 2021-09-07 | 中铁二十局集团第三工程有限公司 | Construction method for main trestle in deep water area |
| CN114525791A (en) * | 2022-02-28 | 2022-05-24 | 上海巨鲲科技有限公司 | Foundation pit steel support and steel trestle combined system |
| CN114525791B (en) * | 2022-02-28 | 2023-09-19 | 上海巨鲲科技有限公司 | Foundation pit steel support and steel trestle combined system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203684059U (en) | Large-span deck Bailey beam steel trestle structure | |
| CN203080736U (en) | Combined profile steel box-shaped steel plate shear wall | |
| CN204530475U (en) | Little width bridge deck wet seam syndeton | |
| CN106438212B (en) | A kind of folding spelling formula tubbiness tower | |
| CN204151666U (en) | A kind of steel trestle meeting meeting requirement | |
| CN105568853A (en) | Large-span steel concrete combined truss girder side position transverse movement and girder dropping construction method | |
| CN201372404Y (en) | Wide-span assembly type steel bridge for road | |
| CN204753354U (en) | Cover worker's board landing stage | |
| CN206693029U (en) | A kind of Bailey beam steel trestle | |
| CN103774543A (en) | Deck bridge with cable-arch combination structure | |
| CN203603020U (en) | Highway and railway same layer large cantilever steel box beam | |
| CN205296831U (en) | Supporting type that bears joist that uses of support is buckled to socket joint type dish | |
| CN203716044U (en) | Low bearing or middle bearing cable arch combined structural bridge | |
| CN206143645U (en) | Stride across navigable river ultra -large -span girder steel assembling support | |
| CN203307819U (en) | Structurally-enhanced tool-type foundation pit steel supporting member | |
| CN205874978U (en) | A tie rod support for $descending hold formula steel pipe concrete tied arch bridge | |
| CN207959499U (en) | A kind of steel construction | |
| CN212772814U (en) | Steel structure node connection structure | |
| CN204919348U (en) | Supplementary head tower of using of self anchored suspension bridge installation | |
| CN205222516U (en) | Stand and track crossbeam connection structure between assembled maintenance | |
| CN204151665U (en) | A kind of cable-stayed type opens trestle | |
| CN203716045U (en) | Deck type cable-arch combined structure bridge | |
| CN203451109U (en) | I-shaped steel truss device for tower crane attachment | |
| CN202559264U (en) | Steel-structure assembled-type framework for erecting traffic signal devices | |
| CN203113908U (en) | Full assembly structure with enclosing wall and advertising board integrated |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140702 Termination date: 20210929 |