CN112921782A - Elevated for public rail co-construction - Google Patents
Elevated for public rail co-construction Download PDFInfo
- Publication number
- CN112921782A CN112921782A CN202110015838.8A CN202110015838A CN112921782A CN 112921782 A CN112921782 A CN 112921782A CN 202110015838 A CN202110015838 A CN 202110015838A CN 112921782 A CN112921782 A CN 112921782A
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- China
- Prior art keywords
- upright post
- base plate
- horizontal base
- rail
- floor
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- 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.)
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- 238000010276 construction Methods 0.000 title claims abstract description 12
- 239000000758 substrate Substances 0.000 claims description 6
- 238000001125 extrusion Methods 0.000 description 5
- 241001464837 Viridiplantae Species 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D1/00—Bridges in general
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/04—Road crossings on different levels; Interconnections between roads on different levels
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a public rail co-construction elevated which comprises a left upright post and a right upright post, wherein the lower parts of the left upright post and the right upright post are vertically inserted in a foundation, the outer sides of the left upright post and the right upright post are both fixed with an inclined upright post, the lower part of the inclined upright post is inserted in the foundation, the inner sides of the left upright post and the right upright post are both provided with clamping grooves, a horizontal base plate is fixed between the left upright post and the right upright post, a plurality of arch supports are arranged on the horizontal base plate, the arch supports are sequentially arranged along the direction from the left end of the horizontal base plate to the right end of the horizontal base plate, the horizontal base plate is provided with a track groove which is positioned under the arched bracket, the top end of the arched bracket is provided with a floor, the left end and the right end of the floor are respectively inserted into the clamping grooves, so that the problems that the existing upright pier stud occupies a large area and has small bearing capacity are solved.
Description
Technical Field
The invention relates to the technical field of support frames, in particular to a public rail co-construction elevated.
Background
With the development of social economy, automobiles gradually enter families, so that the contradiction between the dramatic increase of social vehicle reserves and the limited urban space is increasingly prominent, traffic jam becomes a normal state, and the development of urban traffic to high altitude or underground is inevitable. Under the conditions that buildings around roads are dense and streets are difficult to widen, the viaduct can disperse traffic intensity and improve transportation efficiency. At present, the construction of the viaduct in the domestic large-scale city is scaled, and the increasing traffic pressure is still difficult to meet, because the bearing capacity of the existing viaduct is limited under the condition that the occupied area of the upright posts is small.
Disclosure of Invention
The invention provides a public rail co-construction elevated frame aiming at the defects in the prior art, and aims to solve the problems in the prior art.
In order to solve the technical problem, the invention is solved by the following technical scheme:
the utility model provides an overhead frame is built altogether to public rail, includes left upright post and right upright post, the lower part of left upright post and right upright post is all vertically inserted and is established in the ground, left side upright post and right upright post outside all are fixed with oblique stand, oblique stand lower part is inserted and is established in the ground, draw-in groove has all been seted up to left side upright post and right upright post inboard, be fixed with horizontal base plate between left side upright post and the right upright post, be provided with a plurality of arch support on the horizontal base plate, a plurality of arch support is arranged along horizontal base plate left end to horizontal base plate right-hand member direction in proper order, be equipped with the track groove on the horizontal base plate, the track groove is located under the arch support, arch support top is equipped with the floor, the left and right ends on floor are inserted respectively and are established in the draw-in groove.
Preferably, an elastic support is arranged between the floor and the clamping groove.
Preferably, a track is laid in the track groove.
Preferably, the inclined upright post is positioned in the middle of the left upright post or the right upright post.
Preferably, the inner sides of the left upright column and the right upright column are both fixed with an inclined support frame, and the other end of the inclined support frame is connected with the horizontal base plate.
The invention has the advantages that:
the invention solves the problems of large occupied area and small bearing capacity of the existing upright pier stud, has reasonable design, meets the market demand and is suitable for popularization.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be discussed below, it is obvious that the technical solutions described in conjunction with the drawings are only some embodiments of the present invention, and for those skilled in the art, other embodiments and drawings can be obtained according to the embodiments shown in the drawings without creative efforts.
FIG. 1 is a schematic diagram of the present invention.
Detailed Description
The technical solutions of the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings, and it is to be understood that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments described herein without the need for inventive work, are within the scope of the present invention.
As shown in fig. 1, the public rail co-construction elevated frame comprises a left upright post 1 and a right upright post 2, wherein the lower parts of the left upright post 1 and the right upright post 2 are vertically inserted into a foundation 4, inclined posts 3 are fixed on the outer sides of the left upright post 1 and the right upright post 2, the lower parts of the inclined posts 3 are inserted into the foundation 4, clamping grooves are formed in the inner sides of the left upright post 1 and the right upright post 2, a horizontal base plate 5 is fixed between the left upright post 1 and the right upright post 2, a plurality of arch supports 7 are arranged on the horizontal base plate 5, the arch supports 7 are sequentially arranged along the direction from the left end of the horizontal base plate 5 to the right end of the horizontal base plate 5, a rail groove 6 is formed in the horizontal base plate 5, the rail groove 6 is positioned under the arch support 7, a floor 8 is arranged at the top end of each arch support 7, the left end and the right end of each floor 8 are respectively inserted into the, an elastic support 9 is arranged between the floor 8 and the clamping groove, a track is laid in the track groove 6, the oblique stand column 3 is located in the middle of the left upright column 1 or the right upright column 2, oblique support frames 10 are fixed on the inner sides of the left upright column 1 and the right upright column 2, and the other end of each oblique support frame 10 is connected with the horizontal base plate 5.
When the method is implemented, 8-10 vehicles can simultaneously walk on the floor 8 side by side, the vehicles generate downward pressure on the floor 8, the floor 8 extrudes the arch supports 7, the arch supports 7 generate small deformation under stress and disperse the extrusion force into downward pressure and extrusion force on two sides, at the moment, the left upright column 1 and the right upright column 2 simultaneously receive horizontal extrusion force generated by the arch supports 7 and vertical gravity generated by the horizontal substrate 5, the oblique upright column 3 can support the left upright column 1 and the right upright column 2 and share the horizontal extrusion force generated by the arch supports 7, the oblique upright column 3, the left upright column 1 and the right upright column 2 can apply the horizontal extrusion force to the foundation 4, so that the bearing capacity of the high frame is greatly improved, the occupied area of the oblique upright column 3, the left upright column 1 and the right upright column 2 is small, paving or planting green plants can be carried out on the foundation 4, the vertical pier column can not occupy space, and solves the problems of large occupied area and small bearing capacity of the existing vertical pier column.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive. The scope of the invention is indicated by the appended claims, rather than the foregoing description, and all changes that come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. The public rail co-construction elevated frame is characterized by comprising a left upright post (1) and a right upright post (2), wherein the lower parts of the left upright post (1) and the right upright post (2) are vertically inserted into a foundation (4), inclined upright posts (3) are fixed on the outer sides of the left upright post (1) and the right upright post (2), the lower parts of the inclined upright posts (3) are inserted into the foundation (4), clamping grooves are formed in the inner sides of the left upright post (1) and the right upright post (2), a horizontal substrate (5) is fixed between the left upright post (1) and the right upright post (2), a plurality of arch supports (7) are arranged on the horizontal substrate (5) in sequence along the direction from the left end of the horizontal substrate (5) to the right end of the horizontal substrate (5), a rail groove (6) is formed in the horizontal substrate (5), and the rail groove (6) is located under the arch supports (7), the top end of the arched support (7) is provided with a floor (8), and the left end and the right end of the floor (8) are respectively inserted into the clamping grooves.
2. A public rail co-construction elevated frame according to claim 1, characterized in that an elastic support (9) is arranged between the floor (8) and the clamping groove.
3. A public rail co-construction elevated frame according to claim 2, characterized in that a rail is laid in the rail groove (6).
4. A public rail co-construction elevated frame according to claim 3, characterized in that the oblique upright (3) is located in the middle of the left upright (1) or the right upright (2).
5. A public rail co-construction elevated frame according to claim 4, characterized in that the left upright post (1) and the right upright post (2) are both fixed with a diagonal support frame (10) at the inner side, and the other end of the diagonal support frame (10) is connected with a horizontal base plate (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110015838.8A CN112921782A (en) | 2021-01-07 | 2021-01-07 | Elevated for public rail co-construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110015838.8A CN112921782A (en) | 2021-01-07 | 2021-01-07 | Elevated for public rail co-construction |
Publications (1)
Publication Number | Publication Date |
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CN112921782A true CN112921782A (en) | 2021-06-08 |
Family
ID=76163162
Family Applications (1)
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CN202110015838.8A Pending CN112921782A (en) | 2021-01-07 | 2021-01-07 | Elevated for public rail co-construction |
Country Status (1)
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CN (1) | CN112921782A (en) |
Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101122109A (en) * | 2006-08-09 | 2008-02-13 | 盖茨纳工业原料控股有限责任公司 | Railway road |
CN203237796U (en) * | 2013-05-09 | 2013-10-16 | 中国神华能源股份有限公司 | Rail walking mechanism and material carrying machine |
CN106400680A (en) * | 2016-11-30 | 2017-02-15 | 郑州中拓知识产权代理有限公司 | Bridge supporting column |
CN206646392U (en) * | 2017-03-22 | 2017-11-17 | 湖北省路桥集团有限公司 | A kind of modular bridge structure |
CN107780339A (en) * | 2017-12-19 | 2018-03-09 | 成都知睿科技有限公司 | A kind of road and bridge shock mount |
CN108103853A (en) * | 2017-12-20 | 2018-06-01 | 芜湖润蓝生物科技有限公司 | A kind of track traffic road structure |
CN110184904A (en) * | 2019-06-24 | 2019-08-30 | 浙江海洋大学 | A kind of novel beam bridge energy-absorbing shock mount |
CN110499704A (en) * | 2018-05-19 | 2019-11-26 | 吴伟建 | A kind of road and bridge shock mount |
CN210134354U (en) * | 2019-04-22 | 2020-03-10 | 吴鑫元 | Anti-seismic device for highway bridge |
CN110983946A (en) * | 2019-11-27 | 2020-04-10 | 蔡文澜 | Bridge structure based on T-shaped steel structure and multi-arch splicing type combination |
CN210600021U (en) * | 2019-09-29 | 2020-05-22 | 成都轨道建设管理有限公司 | Shock-absorbing structure is fixed to subway track |
CN211815207U (en) * | 2020-01-17 | 2020-10-30 | 深圳市三奇科技有限公司 | Floating plate track with bidirectional vibration isolation |
CN212077584U (en) * | 2020-03-16 | 2020-12-04 | 陕西建设钢构有限公司 | Green type bridge of steel construction equipment |
CN212247908U (en) * | 2019-12-19 | 2020-12-29 | 中国建筑第六工程局有限公司 | A prevent reinforcing structure that topples for overhead bridge |
-
2021
- 2021-01-07 CN CN202110015838.8A patent/CN112921782A/en active Pending
Patent Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101122109A (en) * | 2006-08-09 | 2008-02-13 | 盖茨纳工业原料控股有限责任公司 | Railway road |
CN203237796U (en) * | 2013-05-09 | 2013-10-16 | 中国神华能源股份有限公司 | Rail walking mechanism and material carrying machine |
CN106400680A (en) * | 2016-11-30 | 2017-02-15 | 郑州中拓知识产权代理有限公司 | Bridge supporting column |
CN206646392U (en) * | 2017-03-22 | 2017-11-17 | 湖北省路桥集团有限公司 | A kind of modular bridge structure |
CN107780339A (en) * | 2017-12-19 | 2018-03-09 | 成都知睿科技有限公司 | A kind of road and bridge shock mount |
CN108103853A (en) * | 2017-12-20 | 2018-06-01 | 芜湖润蓝生物科技有限公司 | A kind of track traffic road structure |
CN110499704A (en) * | 2018-05-19 | 2019-11-26 | 吴伟建 | A kind of road and bridge shock mount |
CN210134354U (en) * | 2019-04-22 | 2020-03-10 | 吴鑫元 | Anti-seismic device for highway bridge |
CN110184904A (en) * | 2019-06-24 | 2019-08-30 | 浙江海洋大学 | A kind of novel beam bridge energy-absorbing shock mount |
CN210600021U (en) * | 2019-09-29 | 2020-05-22 | 成都轨道建设管理有限公司 | Shock-absorbing structure is fixed to subway track |
CN110983946A (en) * | 2019-11-27 | 2020-04-10 | 蔡文澜 | Bridge structure based on T-shaped steel structure and multi-arch splicing type combination |
CN212247908U (en) * | 2019-12-19 | 2020-12-29 | 中国建筑第六工程局有限公司 | A prevent reinforcing structure that topples for overhead bridge |
CN211815207U (en) * | 2020-01-17 | 2020-10-30 | 深圳市三奇科技有限公司 | Floating plate track with bidirectional vibration isolation |
CN212077584U (en) * | 2020-03-16 | 2020-12-04 | 陕西建设钢构有限公司 | Green type bridge of steel construction equipment |
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