CN108517780A - Composite beam steel reinforced concrete joining section consolidates and micromatic setting - Google Patents
Composite beam steel reinforced concrete joining section consolidates and micromatic setting Download PDFInfo
- Publication number
- CN108517780A CN108517780A CN201810298707.3A CN201810298707A CN108517780A CN 108517780 A CN108517780 A CN 108517780A CN 201810298707 A CN201810298707 A CN 201810298707A CN 108517780 A CN108517780 A CN 108517780A
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- reinforced concrete
- joining section
- steel reinforced
- concrete joining
- steel
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- 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
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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 kind of composite beam steel reinforced concrete joining section is firm and micromatic setting, including top jack mechanism, middle part connection screw thread steel and lower support bracket, top jack mechanism includes the upper limit beam being oppositely arranged and lower limit beam and connects the jack of upper limit beam and lower limit beam, and crossbeam and cantilever beam are close to or are pushed down to lower limit beam；Lower support bracket is fixed on support jig, middle part connection screw thread steel from top to bottom sequentially passes through upper limit beam, lower limit beam and lower support bracket, and it is fixed by nut and lower support bracket, it is used as adjustable limit by the nut on upper limit beam, limits the relative position of top jack mechanism and middle part connection screw thread steel.Composite beam steel reinforced concrete joining section proposed by the present invention consolidates and micromatic setting, improve stability of the composite beam construction steel reinforced concrete joining section in asymmetric casting concrete, and it is safe, the longitudinal absolute altitude and cross fall of fine position steel reinforced concrete joining section can be also jacked by adjusting jack.
Description
Technical field
It is consolidated the present invention relates to technical field of bridge construction more particularly to a kind of composite beam steel reinforced concrete joining section and fine tuning fills
It sets.
Background technology
Steel structure bridge is a kind of bridge using steel as major bearing structures, with the continuous improvement of technical merit,
Mountable steel bridge is obtained for extensive use all over the world.
Currently, in steel reinforced concrete joining section work progress, concreting is symmetrical in being extremely difficult on joining section girder steel, exists
It topples possibility.Concreting when on joining section girder steel generally using unilateral counterweight or it is interim it is affixed by the way of steel reinforced concrete is connected
Section plays firm effect.In other side increase equivalent counterweight to keep balancing while unilateral counterweight method is casting concrete,
Have the advantages that it is easy to operate, do not injure girder steel base material, but counterweight loading velocity and quantity are not easy to control, and safety coefficient
It is low.Interim affixed method is by welding that girder steel is temporarily affixed with holder, so that girder steel is formed with lower bracket and stablizes entirety, has
Advantage easy for construction, at low cost, still, this method is high to lower bracket stability requirement and welding operation injures girder steel mother
Material, limiting factor are more.Steel reinforced concrete joining section mostly as the controlling component being connect with steel structure bridge closure section, longitudinal absolute altitude and
Cross fall directly influences the difficulty or ease and integral linear of closure section installation, the absolute altitude and slope using closure section itself general at present
Degree adjustment is used as closure section installation method, but the method is unresolved for steel reinforced concrete joining section absolute altitude and gradient offset issue, construction
Difficulty is big, and installation is linear poor.
Invention content
The main purpose of the present invention is to provide a kind of composite beam steel reinforced concrete joining section is firm and micromatic setting, it is intended to improve folded
Stability of the beam construction steel reinforced concrete joining section in asymmetric casting concrete is closed, and safe, it also can be vertical to steel reinforced concrete joining section
It is finely adjusted to absolute altitude and cross fall.
To achieve the above object, the present invention provides that a kind of composite beam steel reinforced concrete joining section is firm and micromatic setting, including top
Jack mechanism, middle part connection screw thread steel and lower support bracket, wherein
The top jack mechanism includes the upper limit beam being oppositely arranged and lower limit beam and connection upper limit beam and lower limit
The crossbeam and cantilever beam that need to consolidate or finely tune component are close to or are pushed down to the jack of position beam, lower limit beam；
The lower support bracket is fixed on support jig, middle part connection screw thread steel from top to bottom sequentially pass through upper limit beam,
Lower limit beam and lower support bracket, upper limit beam, the reserved required threaded hole of lower limit beam and lower support bracket middle part, and
It is fixed by nut and lower support bracket, adjustable limit is used as by the nut on upper limit beam, limits top jack
The relative position of mechanism and middle part connection screw thread steel.
Preferably, the lower limit beam is Two bors d's oeuveres i-beam frame.
Preferably, the jack is stood on lower limit beam, is pushed down by upper limit beam at the top of jack.
Preferably, the lower support bracket includes the steel pipe pile bracket being fixed on support jig, is placed on middle part connection
Gasket on screw-thread steel and steel nut.
Preferably, the steel pipe pile bracket is fixed by welding with support jig.
Preferably, the junction of the middle part connection screw thread steel and upper limit beam and lower limit beam is both provided with gasket.
Preferably, multiple jack are installed between the upper limit beam and lower limit beam.
Composite beam steel reinforced concrete joining section proposed by the present invention consolidates and micromatic setting, simple in structure, swift to operate, improves
Stability of the composite beam construction steel reinforced concrete joining section in asymmetric casting concrete, it is safe, and girder steel base material is not injured, at
This is low, and the longitudinal absolute altitude and cross fall of fine position steel reinforced concrete joining section can be also jacked by adjusting jack, reduces closure section
Difficulty of construction ensures that bridge installation is linear.
Description of the drawings
Fig. 1 is consolidated for composite beam steel reinforced concrete joining section of the present invention and the structural schematic diagram of micromatic setting preferred embodiment；
Fig. 2 is consolidated for composite beam steel reinforced concrete joining section of the present invention and the structural schematic diagram of micromatic setting middle and upper part jack mechanism；
Fig. 3 consolidates for composite beam steel reinforced concrete joining section of the present invention and micromatic setting middle and lower part supports the structural schematic diagram of bracket.
In figure, the tops 1- jack mechanism, the middle parts 2- connection screw thread steel, 3- lower support brackets, 4- girder steels, 5- branch supports
Frame, 11- upper limit beams, 12- jack, 13- lower limit beams, 31- steel pipe pile brackets, 32- gaskets, 33- steel nuts.
The embodiments will be further described with reference to the accompanying drawings for the realization, the function and the advantages of the object of the present invention.
Specific implementation mode
It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not intended to limit the present invention.
It should be noted that in the description of the present invention, term " transverse direction ", " longitudinal direction ", "upper", "lower", "front", "rear",
The orientation or positional relationship of the instructions such as "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" is based on attached drawing institute
The orientation or positional relationship shown, is merely for convenience of description of the present invention and simplification of the description, and is not the dress of instruction or hint meaning
It sets or element must have a particular orientation, with specific azimuth configuration and operation, therefore should not be understood as the limit to the present invention
System.
Referring to figs. 1 to Fig. 3, in this preferred embodiment, a kind of composite beam steel reinforced concrete joining section is firm and micromatic setting, including upper
Portion's jack mechanism 1, middle part connection screw thread steel 2 and lower support bracket 3, wherein
Top jack mechanism 1 includes the upper limit beam 11 being oppositely arranged and lower limit beam 13 and connection upper limit beam 11 under
The jack 12 of beam 13 is limited, crossbeam and cantilever beam are close to or are pushed down to lower limit beam 13；
Lower support bracket 3 is fixed on support jig 5, middle part connection screw thread steel 2 from top to bottom sequentially pass through upper limit beam 11,
Lower limit beam 13 and lower support bracket 3, upper limit beam 11, lower limit beam 13 and 3 middle part of lower support bracket are reserved required
Threaded hole（Upper limit beam 11, lower limit beam 13 and lower support bracket 3 are cased with spiral shell with 2 junction of middle part connection screw thread steel
Cap）, and fixed by nut and lower support bracket 3, adjustable limit be used as by the nut on upper limit beam 11, in limitation
The relative position of portion's jack mechanism 1 and middle part connection screw thread steel 2.
Specifically, lower limit beam 13 is Two bors d's oeuveres i-beam frame, and frame is between adjacent gooseneck.Upper limit beam 11 uses I-steel
It is made.Jack 12 is stood on vertically on lower limit beam 13, and 12 top of jack is pushed down by upper limit beam 11.
With reference to Fig. 3, lower support bracket 3 includes the steel pipe pile bracket 31 being fixed on support jig 5, is placed on middle part connection
Gasket 32 on screw-thread steel 2 and steel nut 33.Steel pipe pile bracket 31 is fixed by welding and support jig 5.Steel pipe pile bracket
31 bottom plate reserved screwed hole, so that middle part connection screw thread steel 2 passes through.
Middle part connection screw thread steel 2 and the junction of upper limit beam 11 and lower limit beam 13 are both provided with gasket 32.
With reference to Fig. 2, multiple jack 12 are installed between upper limit beam 11 and lower limit beam 13（With two in the present embodiment figure
For a）.
This composite beam steel reinforced concrete joining section is firm and micromatic setting the use process is as follows.
1, whole device is put up according to drawing, middle part connection screw thread steel 2 is passed through into steel pipe pile bracket 31, and tighten steel spiral shell
Cap 33 is allowed to fix with steel pipe pile bracket 31.
2, the steel nut 33 on upper limit beam 11 is tightened, jack 12 jacks up upper limit beam 11, makes the bottom of lower limit beam 13
It is close to or pushes down crossbeam and cantilever beam in portion.
3, according to longitudinal absolute altitude and cross fall needed for closure section construction, by the jacking position for being adjusted in synchronism jack 12
And the relative position of steel nut 33 and middle part connection screw thread steel 2, increase reversal interlocking relay was discharged, the work for adjusting longitudinal absolute altitude is played
With pass through asynchronous adjusting arranged on left and right sides jack 12 jacks position and the opposite position of steel nut 33 and middle part connection screw thread steel 2
It sets, formation left and right pulling force is poor, plays the role of adjusting cross fall.
4, after full-bridge closure, confirm that lower limit beam 13 compresses, tighten the steel nut 33 on lower limit beam 13, fixed lower limit
Position 13 position of beam, after concreting, the steel nut 33 on loose upper limit beam 11 withdraws from upper limit beam 11 and jack 12
.
The composite beam steel reinforced concrete joining section that the present embodiment proposes consolidates and micromatic setting, simple in structure, swift to operate, improves
Stability of the composite beam construction steel reinforced concrete joining section in asymmetric casting concrete, it is safe, and it is female not injure girder steel 4
Material, it is at low cost, the longitudinal absolute altitude and cross fall of fine position steel reinforced concrete joining section can be also jacked by adjusting jack, are reduced and are closed
Imperial section difficulty of construction ensures that bridge installation is linear.
It these are only the preferred embodiment of the present invention, be not intended to limit the scope of the invention, it is every to utilize this hair
Equivalent structure transformation made by bright specification and accompanying drawing content is applied directly or indirectly in other relevant technical fields,
Similarly it is included within the scope of the present invention.
Claims (7)
1. a kind of composite beam steel reinforced concrete joining section consolidates and micromatic setting, which is characterized in that connect including top jack mechanism, middle part
Connect screw-thread steel and lower support bracket, wherein
The top jack mechanism includes the upper limit beam being oppositely arranged and lower limit beam and connection upper limit beam and lower limit
The crossbeam and cantilever beam that need to consolidate or finely tune component are close to or are pushed down to the jack of position beam, lower limit beam；
The lower support bracket is fixed on support jig, middle part connection screw thread steel from top to bottom sequentially pass through upper limit beam,
Lower limit beam and lower support bracket, upper limit beam, the reserved required threaded hole of lower limit beam and lower support bracket middle part, and
It is fixed by nut and lower support bracket, adjustable limit is used as by the nut on upper limit beam, limits top jack
The relative position of mechanism and middle part connection screw thread steel.
2. composite beam steel reinforced concrete joining section as described in claim 1 is firm and micromatic setting composite beam steel reinforced concrete joining section is firm and micro-
Adjust device, which is characterized in that the lower limit beam is Two bors d's oeuveres i-beam frame.
3. composite beam steel reinforced concrete joining section as described in claim 1 is firm and micromatic setting composite beam steel reinforced concrete joining section is firm and micro-
Adjust device, which is characterized in that the jack is stood on lower limit beam, is pushed down by upper limit beam at the top of jack.
4. composite beam steel reinforced concrete joining section as described in claim 1 is firm and micromatic setting composite beam steel reinforced concrete joining section is firm and micro-
Adjust device, which is characterized in that the lower support bracket, which includes the steel pipe pile bracket being fixed on support jig, is placed on middle part connects
Connect the gasket and steel nut on screw-thread steel.
5. composite beam steel reinforced concrete joining section as claimed in claim 4 is firm and micromatic setting composite beam steel reinforced concrete joining section is firm and micro-
Adjust device, which is characterized in that the steel pipe pile bracket is fixed by welding with support jig.
6. composite beam steel reinforced concrete joining section as described in claim 1 is firm and micromatic setting composite beam steel reinforced concrete joining section is firm and micro-
Adjust device, which is characterized in that the junction of the middle part connection screw thread steel and upper limit beam and lower limit beam is both provided with gasket.
7. the composite beam steel reinforced concrete joining section as described in any one of claim 1 to 6 consolidates and micromatic setting composite beam steel reinforced concrete
Joining section consolidates and micromatic setting, which is characterized in that is equipped with multiple jack between the upper limit beam and lower limit beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810298707.3A CN108517780B (en) | 2018-04-04 | 2018-04-04 | Composite beam steel reinforced concrete joining section consolidates and micromatic setting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810298707.3A CN108517780B (en) | 2018-04-04 | 2018-04-04 | Composite beam steel reinforced concrete joining section consolidates and micromatic setting |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108517780A true CN108517780A (en) | 2018-09-11 |
| CN108517780B CN108517780B (en) | 2019-11-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810298707.3A Expired - Fee Related CN108517780B (en) | 2018-04-04 | 2018-04-04 | Composite beam steel reinforced concrete joining section consolidates and micromatic setting |
Country Status (1)
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| CN (1) | CN108517780B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101935985A (en) * | 2010-09-19 | 2011-01-05 | 湖南路桥建设集团公司 | Mid-span closure method for steel box girder of cable stayed bridge |
| CN102691266A (en) * | 2012-06-03 | 2012-09-26 | 中交第四公路工程局有限公司 | Construction method for ultrahigh combined support for bridge side span cast-in-situ section |
| KR20120136639A (en) * | 2011-06-09 | 2012-12-20 | 박영희 | A integral abutment continuous composite bridge using precast girder and the construction method thereof |
| CN105735138A (en) * | 2016-04-12 | 2016-07-06 | 上海公路桥梁（集团）有限公司 | Construction method for steel-concrete joint section of bridge |
| CN106759880A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | Prefabricated superposed beam quickly positions adjustment frock and method with prefabricated post junction |
| CN107841951A (en) * | 2017-09-28 | 2018-03-27 | 苏交科集团股份有限公司 | Steel reinforced concrete composite beam bridge controls the preloading device and construction method of pier top distress in concrete |
-
2018
- 2018-04-04 CN CN201810298707.3A patent/CN108517780B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101935985A (en) * | 2010-09-19 | 2011-01-05 | 湖南路桥建设集团公司 | Mid-span closure method for steel box girder of cable stayed bridge |
| KR20120136639A (en) * | 2011-06-09 | 2012-12-20 | 박영희 | A integral abutment continuous composite bridge using precast girder and the construction method thereof |
| CN102691266A (en) * | 2012-06-03 | 2012-09-26 | 中交第四公路工程局有限公司 | Construction method for ultrahigh combined support for bridge side span cast-in-situ section |
| CN105735138A (en) * | 2016-04-12 | 2016-07-06 | 上海公路桥梁（集团）有限公司 | Construction method for steel-concrete joint section of bridge |
| CN106759880A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | Prefabricated superposed beam quickly positions adjustment frock and method with prefabricated post junction |
| CN107841951A (en) * | 2017-09-28 | 2018-03-27 | 苏交科集团股份有限公司 | Steel reinforced concrete composite beam bridge controls the preloading device and construction method of pier top distress in concrete |
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| Publication number | Publication date |
|---|---|
| CN108517780B (en) | 2019-11-26 |
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Granted publication date: 20191126 Termination date: 20200404 |