CN101250851A - Railroad bridge pasty solid expanded joint material and application construction method - Google Patents
Railroad bridge pasty solid expanded joint material and application construction method Download PDFInfo
- Publication number
- CN101250851A CN101250851A CNA2008100207800A CN200810020780A CN101250851A CN 101250851 A CN101250851 A CN 101250851A CN A2008100207800 A CNA2008100207800 A CN A2008100207800A CN 200810020780 A CN200810020780 A CN 200810020780A CN 101250851 A CN101250851 A CN 101250851A
- Authority
- CN
- China
- Prior art keywords
- joint
- pasty
- bridge
- construction method
- joint material
- 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.)
- Pending
Links
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
The invention relates to a railway bridge pasty fixed expansion joint material and an application construction method, wherein the material is a pasty solid and has excellent expansion performance and adhesive property, when application and construction, a cushion coat is matted on the upper surface of a joint of a beam body, the material is injected into a reservation expansion joint which is arranged on a joint of waterproof layers and the joint of bridge decks on the beam body to solidify, thereby forming the expansion joint. The railway bridge pasty fixed expansion joint material has the advantages of excellent expansion performance, excellent seepage-proofing property, simple and convenient application construction, easy maintenance, long service life, saving steel and reducing cost and the like, and is capable of being widely used to build the railway bridge.
Description
Technical field the present invention relates to a kind of railroad bridge with material and application construction method, and particularly a kind of railroad bridge pasty is expanded joint material and application construction method fixedly.
Background technology is present, building shrinkage joint such as railroad bridge exhausted most use shaped steel and the combination of water proof rubber bar, during use, need shaped steel and the combination of water proof rubber bar are made, be fixed on and will pour into a mould between the two block concrete Bridge Beam heads, both sides fix template, pour into a mould then, build waterproofing course and bridge floor more in the above, make it to become the shrinkage joint of waterproofing course and bridge floor.But the cost of manufacture that shaped steel has is higher, expend steel, working procedure cumbersome, easily get rusty, shortcomings such as short, difficult maintenance of life-span.
Summary of the invention the objective of the invention is to overcome the deficiencies in the prior art, and a kind of novel railway bridge pasty state fixedly expanded joint material and application construction method are provided, and substitutes existing traditional shaped steel and the combination of water proof rubber bar.Advantages such as it has the steel of saving, construction is simple and convenient, cost is low, be difficult for getting rusty, long service life is safeguarded well.
The present invention seeks to realize like this: bed course on the pad on concrete beam body junction, reserve the space, shrinkage joint when construct in the junction of waterproofing course on bed course and waterproofing course, bridge floor and bridge floor again, then, a kind of pasty state that injection has good telescopicing performance and an adhesive property is expanded joint material fixedly, treats that it solidify to form the shrinkage joint.
The invention has the beneficial effects as follows: (1) the present invention can replace steel as a kind of soft connection at shrinkage joint, saves 40% cost of production, has remarkable economic efficiency and social benefit; When (2) using, only need on beam body joint, to put into bed course, inject the expanded joint material that pasty state fixedly has good telescopicing performance in waterproofing course, bridge floor joint again, after treating that it solidifies, waterproofing course and waterproofing course, bridge floor and bridge floor are tightly bonded together, simultaneously have good telescopicing performance again, have that construction is simple and convenient, an advantage of easy care, long service life.(3) expanded joint material can not trickle to both sides during use because be pasty solid, can satisfy the construction of the bridge expanssion joint of different geometries, and volume contraction is very little after solidifying, and is basic equal with bridge floor, both artistic and practical.
Appended drawings 1 is the structural representation of type of the present invention.
Among the figure: on behalf of Liang Ti, (2), (1) represent bed course, (3) to represent waterproofing course, (4) to represent bridge floor, (5) to represent shrinkage joint, (6) to represent bridge pier.
The invention will be further described for an embodiment below in conjunction with accompanying drawing 1 for the specific embodiment.The expanded joint material that pasty solid is had good telescopicing performance is got ready at first, earlier; Then, as shown in Figure 1,, when cast, pour into recessed relatively the top part of the top two beam bodies of railway bridge bridge pier (6) (1) junction; During construction, at beam body (1) placement bed course (2) above the junction, then, the size dimension that on bed course (2), requires according to the shrinkage joint, carry out the construction construction of both sides, shrinkage joint waterproofing courses (3) and bridge floor (4), after construction finished, the pasty solid expanded joint material that will have good telescopicing performance and adhesive property injected shrinkage joint (5) reservation place that stays, and treated to get final product after it solidifies.
Claims (1)
1, fixedly expanded joint material and application construction method of railroad bridge pasty, this material is a pasty solid, during application and construction, fill up bed course (2) above the joint at beam body (1), this material is injected in the reservation shrinkage joint of waterproofing course (3) and waterproofing course (3) above the beam body joint, bridge floor (4) and bridge floor (4) junction, allow its curing, form shrinkage joint (5), it is characterized in that adopting the pasty solid chemical materials as expanded joint material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA2008100207800A CN101250851A (en) | 2008-02-26 | 2008-02-26 | Railroad bridge pasty solid expanded joint material and application construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA2008100207800A CN101250851A (en) | 2008-02-26 | 2008-02-26 | Railroad bridge pasty solid expanded joint material and application construction method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN101250851A true CN101250851A (en) | 2008-08-27 |
Family
ID=39954434
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNA2008100207800A Pending CN101250851A (en) | 2008-02-26 | 2008-02-26 | Railroad bridge pasty solid expanded joint material and application construction method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101250851A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102086627A (en) * | 2010-12-10 | 2011-06-08 | 黄容 | Cross-shore support type construction joint device |
CN103080423A (en) * | 2010-08-13 | 2013-05-01 | 达福喜株式会社 | Method for achieving water-proofing practice for floor slab |
-
2008
- 2008-02-26 CN CNA2008100207800A patent/CN101250851A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103080423A (en) * | 2010-08-13 | 2013-05-01 | 达福喜株式会社 | Method for achieving water-proofing practice for floor slab |
CN103080423B (en) * | 2010-08-13 | 2016-02-17 | 达福喜株式会社 | The construction method of the road and bridge panel waterproofer practice |
CN102086627A (en) * | 2010-12-10 | 2011-06-08 | 黄容 | Cross-shore support type construction joint device |
CN102086627B (en) * | 2010-12-10 | 2016-02-10 | 黄容 | Across bank supporting type constuction joint device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201738226U (en) | Railway box girder assembled and cemented by precast segments | |
CN103195259B (en) | Method for reinforcing concrete structure by foam concrete prefabricated slab | |
CN101892631B (en) | Bridge expansion joint structure and construction technology thereof | |
CN105507497A (en) | Bamboo-wound pipe and cast concrete integrated column for buildings and preparation method of bamboo-wound pipe and cast concrete integrated column for buildings | |
CN202610694U (en) | Steel fiber light concrete and high-strength concrete overlaid pouring composite beam | |
CN101109205A (en) | Heat-preserving energy-saving type bearing composite block and method for manufacturing the same | |
CN101250851A (en) | Railroad bridge pasty solid expanded joint material and application construction method | |
CN209179541U (en) | The tongue-and-groove system that existing structure not reserved anti-floating condition in subway station is implemented in the recent period | |
CN201704593U (en) | Layered cement concrete pavement surface | |
CN107035045A (en) | A kind of precast concrete bidirectional hollow plate and preparation method thereof | |
CN205116011U (en) | Bottom has novel concrete bridge panel of channel | |
CN201722800U (en) | Steel internal-large-formwork external thermal insulation system | |
CN106182957B (en) | A kind of novel high polymer veneer bamboo slab rubber | |
CN104652690B (en) | A kind of heat insulation building block | |
CN206752789U (en) | A kind of precast concrete bidirectional hollow plate and its prepare mould therefor | |
CN202706335U (en) | Cushion block of concrete cover | |
CN203306189U (en) | Ultralight deck filling structure | |
CN206769205U (en) | A kind of SMC FRP concrete combination columns | |
CN202116972U (en) | Shear connector of FRP concrete composite beam | |
CN207469069U (en) | A kind of municipal administration bridge pier and the pre-buried contact of beam body | |
CN201835228U (en) | Bridge expansion joint structure | |
CN204475660U (en) | A kind of construction formwork of free removal | |
CN215167608U (en) | Epoxy mortar terrace structure | |
CN204609104U (en) | A kind of heat insulation building block | |
CN204626942U (en) | A kind of wood-plastic composite building formwork |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20080827 |