CN108374345A - Across both wired transom pier large-span steel transverse beam lifting construction methods - Google Patents
Across both wired transom pier large-span steel transverse beam lifting construction methods Download PDFInfo
- Publication number
- CN108374345A CN108374345A CN201810262786.2A CN201810262786A CN108374345A CN 108374345 A CN108374345 A CN 108374345A CN 201810262786 A CN201810262786 A CN 201810262786A CN 108374345 A CN108374345 A CN 108374345A
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- China
- Prior art keywords
- gooseneck
- pier
- plate
- bearing
- wired
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 19
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 239000010959 steel Substances 0.000 title claims abstract description 19
- 240000007600 Lysimachia clethroides Species 0.000 claims abstract description 54
- 238000009434 installation Methods 0.000 claims abstract description 8
- 239000004570 mortar (masonry) Substances 0.000 claims description 9
- 230000000694 effects Effects 0.000 abstract description 4
- 210000004209 Hair Anatomy 0.000 abstract description 2
- 238000004904 shortening Methods 0.000 abstract 1
- 238000005516 engineering processes Methods 0.000 description 2
- 208000008425 Protein Deficiency Diseases 0.000 description 1
- 230000003321 amplification Effects 0.000 description 1
- 238000010586 diagrams Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reactions Methods 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 230000000452 restraining Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002002 slurries Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Abstract
Description
Technical field
The present invention relates to railway engineering technology fields, and in particular to one kind is across both wired transom pier large-span steel transverse beam liftings Construction method.
Background technology
High-speed railway, inter-city passenger rail are when with both wired scissors crossings, for the normal pass and safety for ensureing both wired, It is a kind of conveniently method using the existing line of gate-type pier structure, transom pier plastic simplicity is slim and graceful, and stability is good, but common Across busy both wired security risk height, to put the restraining factors such as the construction time is long, construction site is narrow.
Transom pier crossbeam uses steel construction, and pier top is equipped with interim pinner, temporary support is equipped on interim pinner, interim to prop up Seat includes bearing upper plate, bearing arc plate, steel pin and bearing lower plate from top to bottom, and bearing arc plate and bearing lower plate are equipped with hole, It is connected by steel pin, is set a roof beam in place for release, influence of the load of the generations such as temperature to gooseneck, gooseneck and pier top connects bearing It is divided into hold-down support and movable bearing support：One end is hold-down support, and one end is movable bearing support.When lifting, fixing end uses will be interim The bearing upper plate and bearing arc plate of bearing are welded on crossbeam bottom plate, and the steel pin of contraposition connection when lifting, movable end will be on bearing Plate and bearing arc plate do not weld, and are bonded polyfluortetraethylene plate above bearing arc plate, and bearing upper plate directly aligns bearing arc when lifting Plate, due to the factors such as deformation, temperature change after measurement error and gooseneck lifting, contraposition is difficult, only by bearing when processing The preformed hole amplification that lower plate is connect with steel pin, changes the position of steel pin, will certainly influence the erection precision of gooseneck in this way, and Construction time is long, and especially transom pier lifting is generally across both wired main points constructions, it is necessary to complete lifting at the appointed time, exist Prolong a risk.
Invention content
Against the above deficiency, the object of the present invention is to provide one kind across both wired transom pier large-span steel transverse beam liftings Construction method, which shorten the lifting times of gooseneck, and speed of application is fast, and improves construction precision.
To achieve the above object, technical solution provided by the present invention is：
One kind includes the following steps across both wired transom pier large-span steel transverse beam lifting construction methods：
Step S1：Temporary support is mounted on according to setting position on the interim pinner being arranged on transom pier；
Step S2：In the pier top of transom pier according to design position accurate settingout go out gooseneck pier top cross axis, Setting-out is corresponded on gooseneck and goes out cross axis, and the installation for gooseneck positions；
Step S3：Gooseneck is sling using hoisting machine, when dropping place, the outside of gooseneck utilizes crowbar, inner utilization jack Position is adjusted, until the cross axis on gooseneck and in pier top is perfectly aligned, completion falls beam；
Step S4：Gooseneck bottom plate and temporary support are welded.
Preferably, position block is welded in the pier top, limit can be played the role of when gooseneck lifts, improve installation Efficiency, the gooseneck interior welds have positioning drawing plate and jack, the position for adjusting gooseneck.
Preferably, the temporary support includes sequentially connected bearing upper plate, bearing arc plate and bearing lower plate from top to bottom, Wherein, mortar bed, and the interim pinner and sand are equipped between the bearing lower plate of the temporary support and the interim pinner It is embedded with bolt on slurry bed course, bolt is fixed in across the bearing lower plate on interim pinner.
Preferably, the thickness of the mortar bed is 30mm.
Preferably, the lower plate of gooseneck is welded with the bearing upper plate in the step S4.
Beneficial effects of the present invention are：
Temporary support is mounted on according to setting position on the interim pinner being arranged on transom pier by the present invention, and by door Gooseneck is gone out in the cross axis of pier top according to design position accurate settingout in the pier top of formula pier, setting-out is corresponded on gooseneck and goes out ten Word axis slings gooseneck using hoisting machine, and when dropping place, the outside of gooseneck utilizes crowbar, inner utilization jack to adjust position, Until the cross axis on gooseneck and in pier top is perfectly aligned, completion falls beam.By the contraposition of cross hairs, construction precision obtains Ensure, effectively every measurement data of gooseneck achieves in the deviation range of design requirement after the completion of control lifting Good effect, while the lifting time is shortened, speed of application is fast.
Below in conjunction with the accompanying drawings with embodiment, the present invention is further described.
Description of the drawings
Attached drawing is to be used to provide further understanding of the present invention, an and part for constitution instruction, with following tool Body embodiment is used to explain the present invention together, but is not construed as limiting the invention.In the accompanying drawings：
Fig. 1 is structural schematic diagram of the present invention across both wired transom pier large-span steel crossbeams.
It is each in figure that the reference numerals are as follows.
Temporary support -1, bearing upper plate -11, bearing arc plate -12, bearing lower plate -13, transom pier -2, interim pad Stone -21, mortar bed -211, gooseneck -3, bolt -4.
Specific implementation mode
In order to describe the technical content, the structural feature, the achieved object and the effect of this invention in detail, below in conjunction with embodiment And attached drawing is coordinated to be explained in detail.
Technical scheme of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill The every other embodiment that personnel are obtained without making creative work, shall fall within the protection scope of the present invention. In the description of the present invention, it should be noted that term "center", "upper", "lower", "left", "right", "vertical", "horizontal", The orientation or positional relationship of the instructions such as "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of retouching It states the present invention and simplifies description, do not indicate or imply the indicated device or element must have a particular orientation, with specific Azimuth configuration and operation, therefore be not considered as limiting the invention.
Referring to Fig. 1, one kind includes the following steps across both wired transom pier large-span steel transverse beam lifting construction methods：
Step S1：Temporary support 1 is mounted on according to setting position on the interim pinner 21 being arranged on transom pier 2；
Step S2：In the pier top of transom pier 2 according to design position accurate settingout go out gooseneck 3 pier top cross axle Line corresponds to setting-out on gooseneck 3 and goes out cross axis, and the installation for gooseneck 3 positions；
Step S3：Gooseneck is sling using hoisting machine, when dropping place, the outside of gooseneck 3 utilizes crowbar, inner utilization jack Position is adjusted, until the cross axis on gooseneck 3 and in pier top is perfectly aligned, completion falls beam；
Step S4：3 bottom plate of gooseneck is welded with temporary support 1.
Further, position block is welded in the pier top, limit can be played the role of when gooseneck 3 lifts, improved Installation effectiveness, 3 interior welds of the gooseneck have positioning drawing plate and jack, the position for adjusting gooseneck 3, in the present invention It can play the role of fine tuning, improve the installation accuracy of gooseneck.
Specifically, the temporary support 1 includes sequentially connected bearing upper plate 11, bearing arc plate 12 and bearing from top to bottom Lower plate 13, wherein mortar bed 211, and institute are equipped between the bearing lower plate 13 of the temporary support 1 and the interim pinner 21 It states and is embedded with bolt 4 on interim pinner 21 and mortar bed 211, bolt 4 is fixed in temporarily across the bearing lower plate 13 On pinner 21.
In the present embodiment, the thickness of the mortar bed 211 is 30mm.
In the present embodiment, the lower plate of gooseneck 3 is welded with the bearing upper plate 11 in the step S4.
According to the disclosure and teachings of the above specification, those skilled in the art in the invention can also be to above-mentioned embodiment party Formula is changed and is changed.Therefore, the invention is not limited in specific implementation modes disclosed and described above, to the present invention's Some modifications and changes should also be as falling into the scope of the claims of the present invention.In addition, although being used in this specification Some specific terms, these terms are merely for convenience of description, does not limit the present invention in any way, using with its Same or analogous other devices, all fall in the scope of protection of the present invention.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810262786.2A CN108374345A (en) | 2018-03-28 | 2018-03-28 | Across both wired transom pier large-span steel transverse beam lifting construction methods |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810262786.2A CN108374345A (en) | 2018-03-28 | 2018-03-28 | Across both wired transom pier large-span steel transverse beam lifting construction methods |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108374345A true CN108374345A (en) | 2018-08-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810262786.2A CN108374345A (en) | 2018-03-28 | 2018-03-28 | Across both wired transom pier large-span steel transverse beam lifting construction methods |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102080356A (en) * | 2010-12-17 | 2011-06-01 | 中铁大桥局集团第四工程有限公司 | Box girder positioning temporary supporting seat and positioning construction method of box girder |
| CN202131563U (en) * | 2011-05-31 | 2012-02-01 | 中铁第四勘察设计院集团有限公司 | Combined gate type bridge pier for one-step suspension in position of steel crossbeam |
| CN102797226A (en) * | 2012-07-26 | 2012-11-28 | 中铁六局集团有限公司 | Integral erection construction method of 60m steel box girder |
| CN105297620A (en) * | 2015-11-07 | 2016-02-03 | 西安公路研究院 | Steel plate spherical crown polymer mortar structure support and construction method thereof |
-
2018
- 2018-03-28 CN CN201810262786.2A patent/CN108374345A/en active Search and Examination
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102080356A (en) * | 2010-12-17 | 2011-06-01 | 中铁大桥局集团第四工程有限公司 | Box girder positioning temporary supporting seat and positioning construction method of box girder |
| CN202131563U (en) * | 2011-05-31 | 2012-02-01 | 中铁第四勘察设计院集团有限公司 | Combined gate type bridge pier for one-step suspension in position of steel crossbeam |
| CN102797226A (en) * | 2012-07-26 | 2012-11-28 | 中铁六局集团有限公司 | Integral erection construction method of 60m steel box girder |
| CN105297620A (en) * | 2015-11-07 | 2016-02-03 | 西安公路研究院 | Steel plate spherical crown polymer mortar structure support and construction method thereof |
Non-Patent Citations (2)
| Title |
|---|
| 百度文库: "新建石济客专上跨胶济客专门式墩钢横梁吊装施工方案", 《HTTP://WENKU.BAIDU.COM/VIEW/7DA6B717240C844768EAEE8D.HTML》 * |
| 蔡建军等: ""青岛海湾大沽河航道桥钢箱梁大节段安装架设关键技术研究"", 《施工技术》 * |
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