CN103103925A - Combined H-shaped steel column bracket - Google Patents
Combined H-shaped steel column bracket Download PDFInfo
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- CN103103925A CN103103925A CN2013100471876A CN201310047187A CN103103925A CN 103103925 A CN103103925 A CN 103103925A CN 2013100471876 A CN2013100471876 A CN 2013100471876A CN 201310047187 A CN201310047187 A CN 201310047187A CN 103103925 A CN103103925 A CN 103103925A
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Abstract
The invention relates to bridge starting section beam pier side support construction equipment, in particular to a steel truss grider cable stayed bridge starting section beam pier side combined H-shaped steel column bracket which is convenient to construct and safe. The combined H-shaped steel column bracket comprises a main pylon. Two bases are arranged on each of two sides of the bottom of the main pylon, four bases are respectively and fixedly provided with a combined H-shaped steel column outwards in an inclined mode, and every two combined H-shaped steel columns are symmetrical relative to the main pylon. The top of each combined H-shaped steel column is connected with one end of a slide beam, and the other end of the slide beam is arranged on a tower foundation support in the middle of the main pylon. The combined H-shaped steel column bracket is large in bearing capacity, easy to install, convenient to dismantle, economical and convenient, construction time is shortened, and high-altitude work danger is reduced.
Description
Technical field
The present invention relates to the initial beam sections pier of bridge collateral branch frame construction equipment, the other combination of the initial beam sections pier of the steel truss girder cable-stayed bridge H shaped steel pillar bracket of a kind of easy construction specifically, safety.
Background technology
Along with the high speed development of China's economy and Transportation Infrastructure Construction, increasing public rail and combined longspan steel truss girder CONSTRUCTION OF CABLE-STAYED BRIDGE engineering have appearred.Combined bridge generally adopts steel purlin Cable-stayed Bridge Scheme, and girder adopts biplate purlin formula structure.Two main truss horizontal spacings are larger, the bridge pier side bracket reaches the whole working platform of transposition in length and breadth as the platform for lining that pier pushes up four internode steel girder erections, be also the main support structure that first pair of suspension cable hangs front girder steel weight, pier-side bracket is comprised of two, north and south carriage, load-bearing steel case beam (slipway beam), bearing beam (slide) and three direction displacement adjusting device etc.The carriage column design adopts the steel pipe post structure, suitable bridge is to adopting four comb stakes (one-sided two rows), cross-bridges is arranged two comb stakes, press laterally great slope along bridge to the outermost steel pipe, suitable bridge steel pipe is to the inside pressed minor grade laterally, adopt steel pipe as connecting system, built-in fitting welding on coxopodite column and tower seat between column.Owing to using steel pipe post as carriage, between steel pipe, connected mode has welding or flange to connect, and is welded to connect and causes the overhead welding workload large, and dangerous high, the engineering time is long; And flange connects, and due to more to connecting bolt, sections is more, causes overhead connection that difficulty is installed, and construction risk is large, and the engineering time is long.
Summary of the invention
The present invention is mainly for the existing above-mentioned technical problem of prior art, and the combination H shaped steel pillar bracket of a kind of easy construction, safety is provided.
Above-mentioned technical problem of the present invention is mainly solved by following technical proposals: a kind of combination H shaped steel pillar bracket, comprise the king-tower post, both sides, described king-tower column bottom are respectively equipped with two bases, the oblique outer combination H shaped steel column that is installed with respectively on described four bases, every two described combination H shaped steel columns are symmetrical with respect to the king-tower post; The top of described each combination H shaped steel column is connected with an end of a slipway beam respectively, and the other end of described slipway beam is positioned on the tower pier bearing that is positioned at king-tower post middle part.
As preferably, be connected by many connecting rods between described combination H shaped steel column and king-tower post.
As preferably, between the H shaped steel of described combination H shaped steel column inside by the universal rod body bolt.
As preferably, position connection by end plate by bolt between described combination H shaped steel column sections.
As preferably, described tower pier bearing two ends respectively are provided with a tower pier shearing resistance bearing, and described two slipway beam one ends are hinged with a combination H shaped steel column top respectively, and the other end is positioned on tower pier shearing resistance bearing and draws mutually connection by reinforcing bar.
As preferably, described slipway beam be placed on tower pier shearing resistance bearing an end by the inner preformed hole of described tower pier bearing to drawing finish rolling deformed bar to connect.
As preferably, described every two connect by steel pipe between the combination H shaped steel column of king-tower post the same side.
The present invention makes up H shaped steel bottom joint of vertical column and is fixed on base, other sections connects by end plate place bolt, slipway beam one end is articulated and connected with combination H shaped steel column, one end is placed on tower pier bearing, and by the slipway beam of pull-up structure with tower pier bearing both sides carried out drawing, adopt connecting rod to connect between combination H shaped steel column and king-tower post, connect by steel pipe between combination H shaped steel column, to strengthen stability.At direction across bridge, two H shaped steel braces are connected into integral body, jointly stressed.Supporting capacity of the present invention is large, installs easily, and convenient disassembly has reduced the high-altitude splicing that steel pipe brings difficulty is installed, and construction quality more easily guarantees, has reduced the engineering time, has reduced work high above the ground dangerous, and is conveniently economical.
Description of drawings
Accompanying drawing 1 is a kind of combination of the present invention H shaped steel pillar bracket structure section figure.
Accompanying drawing 2 is a kind of combination of the present invention H shaped steel pillar bracket structure elevation.
Accompanying drawing 3 is a kind of combination of the present invention H shaped steel pillar bracket steel post sections joint layout plan.
The specific embodiment
Below by embodiment, and by reference to the accompanying drawings, technical scheme of the present invention is described in further detail, obviously, described embodiment is only part embodiment of the present invention.
Embodiment 1:
Referring to accompanying drawing 1～3, a kind of combination of the present invention H shaped steel pillar bracket, comprise king-tower post 8, described king-tower post 8 two bottom sides are respectively equipped with two bases 6, the oblique outer combination H shaped steel column 1 that is installed with respectively on described four bases 6, every two described combination H shaped steel columns 1 are with respect to king-tower post 8 symmetries; The top of described each combination H shaped steel column 1 is connected with an end of a slipway beam 2 respectively, and the other end of described slipway beam 2 is positioned on the tower pier bearing 7 that is positioned at king-tower post 8 middle parts.Be connected by many connecting rods 3 between described combination H shaped steel column 1 and king-tower post 8, by universal rod body 10 bolts, position connection by end plate 11 by bolt between described combination H shaped steel column 1 sections between the H shaped steel of described combination H shaped steel column 1 inside.Described tower pier bearing 7 two ends respectively are provided with a tower pier shearing resistance bearing 4, described two slipway beam 2 one ends are hinged with combination H shaped steel column 1 top respectively, the other end is positioned on tower pier shearing resistance bearing 4 and draws mutually connection by reinforcing bar, described slipway beam 2 be placed on tower pier shearing resistance bearing 4 an end by described tower pier bearing 7 inner preformed holes to drawing finish rolling deformed bar to connect, described every two connect by steel pipe 9 between the combination H shaped steel column 1 of king-tower post 8 the same sides.
The present invention makes up H shaped steel bottom joint of vertical column and is fixed on base, other sections connects by end plate place bolt, slipway beam one end is articulated and connected with combination H shaped steel column, one end is placed on tower pier bearing, and by the slipway beam of pull-up structure with tower pier bearing both sides carried out drawing, adopt connecting rod to connect between combination H shaped steel column and king-tower post, connect by steel pipe between combination H shaped steel column, to strengthen stability.At direction across bridge, two H shaped steel braces are connected into integral body, jointly stressed.Supporting capacity of the present invention is large, installs easily, and convenient disassembly has reduced the high-altitude splicing that steel pipe brings difficulty is installed, and construction quality more easily guarantees, has reduced the engineering time, has reduced work high above the ground dangerous, and is conveniently economical.
Should be understood that above-described embodiment only to be used for explanation the present invention and be not used in and limit the scope of the invention.Should be understood that in addition those skilled in the art can make various changes or modifications the present invention after the content of having read the present invention's instruction, these equivalent form of values fall within the application's appended claims limited range equally.
Claims (7)
1. one kind is made up H shaped steel pillar bracket, it is characterized in that: comprise king-tower post (8), described king-tower post (8) two bottom sides is respectively equipped with two bases (6), the oblique outer combination H shaped steel column (1) that is installed with respectively on described four bases (6), every two described combination H shaped steel columns (1) are with respect to king-tower post (8) symmetry; The top of described each combination H shaped steel column (1) is connected with an end of a slipway beam (2) respectively, and the other end of described slipway beam (2) is positioned on the tower pier bearing (7) that is positioned at king-tower post (8) middle part.
2. combination H shaped steel pillar bracket according to claim 1 is characterized in that: be connected by many connecting rods (3) between described combination H shaped steel column (1) and king-tower post (8).
3. combination H shaped steel pillar bracket according to claim 1, is characterized in that: the described combination between the inner H shaped steel of H shaped steel column (1) by universal rod body (10) bolt.
4. combination H shaped steel pillar bracket according to claim 1, is characterized in that: position connection by end plate (11) by bolt between described combination H shaped steel column (1) sections.
5. combination H shaped steel pillar bracket according to claim 1, it is characterized in that: described tower pier bearing (7) two ends respectively are provided with a tower pier shearing resistance bearing (4), described two slipway beams (2) one ends are hinged with combination H shaped steel column (a 1) top respectively, and it is upper and draw mutually connection by reinforcing bar that the other end is positioned over tower pier shearing resistance bearing (4).
6. combination H shaped steel pillar bracket according to claim 5 is characterized in that: described slipway beam (2) be placed on tower pier shearing resistance bearing (4) an end by the inner preformed hole of described tower pier bearing (7) to drawing finish rolling deformed bar to connect.
7. combination H shaped steel pillar bracket according to claim 1 is characterized in that: described every two connect by steel pipe (9) between the combination H shaped steel column (1) of king-tower post (8) the same side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310047187.6A CN103103925B (en) | 2013-02-06 | 2013-02-06 | Combined H-shaped steel column bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310047187.6A CN103103925B (en) | 2013-02-06 | 2013-02-06 | Combined H-shaped steel column bracket |
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| Publication Number | Publication Date |
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| CN103103925A true CN103103925A (en) | 2013-05-15 |
| CN103103925B CN103103925B (en) | 2015-04-29 |
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| CN201310047187.6A Active CN103103925B (en) | 2013-02-06 | 2013-02-06 | Combined H-shaped steel column bracket |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107604827A (en) * | 2017-08-04 | 2018-01-19 | 中铁大桥局集团有限公司 | A kind of porous large-span freely-supported steel truss girder bridge erection method |
| CN108824202A (en) * | 2018-07-05 | 2018-11-16 | 中交第二航务工程局有限公司 | For the installation of concrete deck cable stayed bridge Hanging Basket and the support system of tower area beam cast-in-place construction |
| CN109356036A (en) * | 2018-11-26 | 2019-02-19 | 中铁六局集团有限公司 | Middle pier pier-side bracket and its construction method |
| CN110241733A (en) * | 2019-06-03 | 2019-09-17 | 中铁大桥局集团有限公司 | A kind of large space antarafacial bracket integral installation method |
| CN110374006A (en) * | 2019-07-22 | 2019-10-25 | 中铁大桥局集团有限公司 | A kind of construction method for removing space opposite sex large-tonnage steel beam bracket |
| CN110424272A (en) * | 2019-08-27 | 2019-11-08 | 中交路桥华南工程有限公司 | Sarasota beam section bracket and its erection method |
| CN112609578A (en) * | 2020-11-24 | 2021-04-06 | 中铁二局集团有限公司 | Method for mounting steel truss girder at top section of bridge pier of cable-stayed bridge |
| CN115094764A (en) * | 2022-06-30 | 2022-09-23 | 中铁二十局集团第三工程有限公司 | Temporary support of cross-sea cable-stayed bridge and construction method |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107604827A (en) * | 2017-08-04 | 2018-01-19 | 中铁大桥局集团有限公司 | A kind of porous large-span freely-supported steel truss girder bridge erection method |
| CN108824202A (en) * | 2018-07-05 | 2018-11-16 | 中交第二航务工程局有限公司 | For the installation of concrete deck cable stayed bridge Hanging Basket and the support system of tower area beam cast-in-place construction |
| CN108824202B (en) * | 2018-07-05 | 2023-06-09 | 中交第二航务工程局有限公司 | Support system for concrete cable-stayed bridge hanging basket installation and tower area beam cast-in-situ construction |
| CN109356036A (en) * | 2018-11-26 | 2019-02-19 | 中铁六局集团有限公司 | Middle pier pier-side bracket and its construction method |
| CN110241733A (en) * | 2019-06-03 | 2019-09-17 | 中铁大桥局集团有限公司 | A kind of large space antarafacial bracket integral installation method |
| CN110374006A (en) * | 2019-07-22 | 2019-10-25 | 中铁大桥局集团有限公司 | A kind of construction method for removing space opposite sex large-tonnage steel beam bracket |
| CN110374006B (en) * | 2019-07-22 | 2021-08-10 | 中铁大桥局集团有限公司 | Construction method for dismantling space anisotropic large-tonnage steel beam bracket |
| CN110424272A (en) * | 2019-08-27 | 2019-11-08 | 中交路桥华南工程有限公司 | Sarasota beam section bracket and its erection method |
| CN112609578A (en) * | 2020-11-24 | 2021-04-06 | 中铁二局集团有限公司 | Method for mounting steel truss girder at top section of bridge pier of cable-stayed bridge |
| CN112609578B (en) * | 2020-11-24 | 2022-07-22 | 中铁二局集团有限公司 | Method for mounting steel truss girder at top section of bridge pier of cable-stayed bridge |
| CN115094764A (en) * | 2022-06-30 | 2022-09-23 | 中铁二十局集团第三工程有限公司 | Temporary support of cross-sea cable-stayed bridge and construction method |
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| Publication number | Publication date |
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| CN103103925B (en) | 2015-04-29 |
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