CN105178190B - A kind of construction method of the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation - Google Patents
A kind of construction method of the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation Download PDFInfo
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- CN105178190B CN105178190B CN201510474583.6A CN201510474583A CN105178190B CN 105178190 B CN105178190 B CN 105178190B CN 201510474583 A CN201510474583 A CN 201510474583A CN 105178190 B CN105178190 B CN 105178190B
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Abstract
A kind of construction method of the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation.It includes measuring the discrepancy in elevation between two lines road adjacent in the existing line above frame bridge to be placed；Crossbeam in unwrapping wire road reinforcement system is worn in the lower section of every circuit；Veneer in the lower end colligation of pipe nipple I-steel；Utilize the discrepancy in elevation between adjacent two lines road to penetrate between the rail and crossbeam of higher position in every pipe nipple I-steel, and be placed on crossbeam；The veneer of pipe nipple I-steel lower end is extracted out, adjusts position all around so that it is two ends are concordant with outside button rail, afterwards installation buckle and U-shaped card and be fixed；By crossbeam and the step such as pipe nipple I-steel welds outside the pipe nipple I-steel two ends edge of a wing after position is fixing.The present invention is by levelling for two circuits that there is the discrepancy in elevation adjacent during track strengthening, can not only strengthen rigidity and the stability of reinforcement system, reduction of erection time, difficulty of construction and expense, operating characteristics the most also can be greatly lowered strong, and safety is high.
Description
Technical field
The invention belongs to construction of railways technical field, particularly relate to a kind of crossbeam overlay pipe nipple I-steel and look for
The construction method of the horizontal line road discrepancy in elevation.
Background technology
Along with developing rapidly of national economy, in order to meet the demand that urban transportation is built, highway and railway
Grade Separation Project gets more and more, and wears down the most wired frame bridge project and also gets more and more.Framework is set
Bridge many employings jacking construction method, track strengthening construction is then the most important thing of this project.But track strengthening
Period sometimes can run into the problem that in multiply circuit, between adjacent lines, the discrepancy in elevation is bigger, at this moment strengthening construction
Just becoming more difficulty, the method for the most conventional levelling circuit discrepancy in elevation is at circuit reinforcement system middle cross beam
Padding multilamellar sleeper or the lumps of wood between top and the flange of rail, this existing method there is problems in that whole adding
Solid system rigidity is inadequate, and shaking amplitude is big, and later maintenance is complicated, and whole system stability is poor,
Traffic safety can be threatened the most undoubtedly.It addition, also there is employing raising of track in the case of contactless net,
The construction method of track lifting supertronic, but the method has limitation, is only applicable to the situation of contactless net.
Summary of the invention
In order to solve the problems referred to above, it is an object of the invention to provide a kind of rigidity that can guarantee that reinforcement system
Construction method with the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation of stability.
In order to achieve the above object, the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation that the present invention provides
Construction method includes the following step carried out in order:
1) discrepancy in elevation between two lines road adjacent in the existing line above frame bridge to be placed is surveyed
Amount；
2) crossbeam during unwrapping wire road reinforcement system is worn in the lower section at every circuit；
3) veneer in the lower end colligation of pipe nipple I-steel, to prevent connection electricity；
4) utilize the discrepancy in elevation between adjacent two lines road to penetrate in every pipe nipple I-steel and be positioned at higher position
Rail and crossbeam between, and be placed on a crossbeam, the most thereon between end and rail filling with
The veneer that pipe nipple I-steel length and width are the same, makes veneer reach the height of design, the levelling discrepancy in elevation；
5) veneer of pipe nipple I-steel lower end is extracted out, adjusts position all around so that it is two ends with
Outside button rail concordant, afterwards buckle and U-shaped card are installed and are fixed；
6) outside the pipe nipple I-steel two ends edge of a wing, crossbeam is welded with pipe nipple I-steel after position is fixing
Together；
7) between pipe nipple I-steel and rail foot, pipe nipple plank is padded, and standby tight, thus with chock
Complete whole work progress.
In step 6) in, described crossbeam weld with pipe nipple I-steel after formed fusion length be 5cm～
10cm。
Described crossbeam uses I45b I-steel.
The construction method of the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation that the present invention provides is by circuit
In reinforcing process, adjacent two circuits that there is the discrepancy in elevation are levelling, to replace conventional pad multilamellar sleeper or the lumps of wood
Construction method, the method can not only strengthen rigidity and the stability of reinforcement system, the reduction of erection time, simultaneously
Difficulty of construction and expense can also be greatly lowered.It addition, this method operating characteristics is strong, security performance is high,
There is the most advanced and practicality.
Accompanying drawing explanation
The construction method of the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation that Fig. 1 provides for using the present invention
Time crossbeam and pipe nipple I-steel bonding state side view.
Detailed description of the invention
The crossbeam overlay levelling circuit of pipe nipple I-steel provided the present invention below in conjunction with specific embodiment is high
The construction method of difference is described in detail.
As it is shown in figure 1, the construction party of the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation of present invention offer
Method includes the following step carried out in order:
1) discrepancy in elevation between two lines road adjacent in the existing line above frame bridge to be placed is surveyed
Amount；
2) crossbeam 1 during unwrapping wire road reinforcement system is worn in the lower section at every circuit, crossbeam 1 uses I45b
I-steel.
3) veneer in pipe nipple I-steel 2 lower end colligation, to prevent connection electricity；
4) utilize the discrepancy in elevation between adjacent two lines road to penetrate in every pipe nipple I-steel 2 and be positioned at high bit
Between rail and the crossbeam 1 put, and it is placed on a crossbeam 1, the most thereon between end and rail
Filling veneer as pipe nipple I-steel 2 length and width, makes veneer reach the height of design, levelling height
Difference；
5) veneer of pipe nipple I-steel 2 lower end is extracted out, adjust position all around so that it is two ends
Concordant with outside button rail, afterwards buckle and U-shaped card are installed and are fixed；
6) by crossbeam 1 and pipe nipple I-steel 2 outside the pipe nipple I-steel 2 two ends edge of a wing after position is fixing
Weld together, a length of 5cm～10cm of weld seam 3 that crossbeam 1 is formed after welding with pipe nipple I-steel 2；
7) between pipe nipple I-steel 2 and rail foot, pipe nipple plank is padded, and standby tight with chock, by
This completes whole work progress.
Claims (3)
1. the construction method of a crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation, it is characterised in that:
Described construction method includes the following step carried out in order:
1) discrepancy in elevation between two lines road adjacent in the existing line above frame bridge to be placed is surveyed
Amount；
2) crossbeam (1) during unwrapping wire road reinforcement system is worn in the lower section at every circuit；
3) veneer in pipe nipple I-steel (2) lower end colligation, to prevent connection electricity；
4) every pipe nipple I-steel (2) is utilized the discrepancy in elevation between adjacent two lines road penetrate be positioned at higher
Between the rail of position and crossbeam (1), and be placed on a crossbeam (1), the most thereon end with
Filling veneer as pipe nipple I-steel (2) length and width between rail so that it is reach the height of design,
The levelling discrepancy in elevation；
5) veneer of pipe nipple I-steel (2) lower end is extracted out, adjust position all around so that it is two
End is concordant with outside button rail, afterwards installation buckle and U-shaped card and be fixed；
6) by crossbeam (1) and pipe nipple outside pipe nipple I-steel (2) the two ends edge of a wing after position is fixing
I-steel (2) welds together；
7) between pipe nipple I-steel (2) and rail foot, pipe nipple plank is padded, and standby tight with chock,
Thus complete whole work progress.
The construction party of the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation the most according to claim 1
Method, it is characterised in that: in step 6) in, described crossbeam (1) welds with pipe nipple I-steel (2)
Weld seam (3) a length of 5cm～10cm of rear formation.
The construction party of the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation the most according to claim 1
Method, it is characterised in that: described crossbeam (1) uses I45b I-steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510474583.6A CN105178190B (en) | 2015-08-05 | 2015-08-05 | A kind of construction method of the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510474583.6A CN105178190B (en) | 2015-08-05 | 2015-08-05 | A kind of construction method of the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation |
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| Publication Number | Publication Date |
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| CN105178190A CN105178190A (en) | 2015-12-23 |
| CN105178190B true CN105178190B (en) | 2016-08-17 |
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| CN201510474583.6A Active CN105178190B (en) | 2015-08-05 | 2015-08-05 | A kind of construction method of the crossbeam overlay pipe nipple I-steel levelling circuit discrepancy in elevation |
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| CN114837225B (en) * | 2022-06-17 | 2023-10-27 | 中铁七局集团有限公司 | Empty reinforcement method for multi-channel existing line frame with different height differences |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2299945C1 (en) * | 2005-10-19 | 2007-05-27 | Михаил Александрович Сумин | Bridge |
| CN101343861A (en) * | 2008-08-22 | 2009-01-14 | 中铁六局集团有限公司 | Construction method for replacing old frame bridge by new frame bridge in existing railway lines |
| CN103485288A (en) * | 2013-10-11 | 2014-01-01 | 中铁一局集团有限公司 | Construction process of double-layer jacking culvert penetrating through existing railway lines |
| CN103866694A (en) * | 2014-03-18 | 2014-06-18 | 中铁二十二局集团第一工程有限公司 | Deep water silt layer geological large-span multi-line reinforcing system and jacking culvert construction method |
| CN203755655U (en) * | 2014-03-24 | 2014-08-06 | 中国建筑第四工程局有限公司 | Shear wall formwork column base leveling device |
| CN104594203A (en) * | 2014-12-31 | 2015-05-06 | 北京市市政专业设计院股份公司 | Construction technology of upper pinner below beam body |
-
2015
- 2015-08-05 CN CN201510474583.6A patent/CN105178190B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2299945C1 (en) * | 2005-10-19 | 2007-05-27 | Михаил Александрович Сумин | Bridge |
| CN101343861A (en) * | 2008-08-22 | 2009-01-14 | 中铁六局集团有限公司 | Construction method for replacing old frame bridge by new frame bridge in existing railway lines |
| CN103485288A (en) * | 2013-10-11 | 2014-01-01 | 中铁一局集团有限公司 | Construction process of double-layer jacking culvert penetrating through existing railway lines |
| CN103866694A (en) * | 2014-03-18 | 2014-06-18 | 中铁二十二局集团第一工程有限公司 | Deep water silt layer geological large-span multi-line reinforcing system and jacking culvert construction method |
| CN203755655U (en) * | 2014-03-24 | 2014-08-06 | 中国建筑第四工程局有限公司 | Shear wall formwork column base leveling device |
| CN104594203A (en) * | 2014-12-31 | 2015-05-06 | 北京市市政专业设计院股份公司 | Construction technology of upper pinner below beam body |
Non-Patent Citations (3)
| Title |
|---|
| 北京西客站北站房钢门楼制作提升技术;杨嗣信;《北京建筑工程学院学报》;19960515(第02期);第7-25页 * |
| 超长桥梁线路加固设计;任艳清、丁国富、王建;《高速重载与普通铁路桥隧运营管理与检测修理技术论文集（下册）》;20100301;第1-9页 * |
| 顶进大孔径框构桥铁路架空方案的设计及其施工;王立新;《铁道建筑技术》;20090620(第06期);第79-80、112页 * |
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| CN105178190A (en) | 2015-12-23 |
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