CN217601230U - Bridge I-beam structure - Google Patents
Bridge I-beam structure Download PDFInfo
- Publication number
- CN217601230U CN217601230U CN202221589034.5U CN202221589034U CN217601230U CN 217601230 U CN217601230 U CN 217601230U CN 202221589034 U CN202221589034 U CN 202221589034U CN 217601230 U CN217601230 U CN 217601230U
- Authority
- CN
- China
- Prior art keywords
- shaped
- square frame
- square
- steel bars
- rib
- 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.)
- Active
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a bridge engineering technology, in particular to an I-beam structure body, which comprises a plurality of I-beams which are longitudinally arranged side by side and a plurality of steel bars which are used for connecting the I-beams in series, wherein a square frame is arranged between the front end and the rear end of each adjacent I-beam in a cushioning way, and the top surface and the bottom surface of the square frame are respectively flushed with the top surface and the bottom surface of the I-beam; and a plurality of rib penetrating holes are formed in the rib part of each I-shaped beam, and the two ends of the I-shaped beam are fastened on the two edges by bolts after the reinforcing steel bars transversely penetrate through the rib penetrating holes. The structural body enables the I-beam to be a whole, a transportation channel with a stable structure is formed, overturning of the transportation trolley during walking is avoided, and construction safety is greatly guaranteed. Meanwhile, the structural body is very convenient to install and disassemble, and the laying construction efficiency of the I-beam during bridge construction is improved.
Description
Technical Field
The utility model relates to a bridge engineering technique specifically is a crane span structure I-beam structure.
Background
In the construction process of erecting the prefabricated I-beam by the existing bridge erecting machine, most of the I-beam structures to be constructed are transported to a construction site from a beam storage site by adopting a transport trolley, then a beam body is installed at a preset position by the bridge erecting machine, and a steel plate is laid above the I-beam structures after the beam body is firmly installed, so that a convenient channel is formed. However, one of the beam body structural characteristics of the I-beam is that the upper part is wide and the lower part is narrow, the safety coefficient is low when the beam transporting trolley runs above the beam transporting trolley, and the I-beam is easy to overturn to cause potential safety hazards such as vehicle falling.
Disclosure of Invention
In order to solve the problem, the utility model provides a crane span structure I-beam structure has higher stability, guarantees travelling safety of travelling bogie. The utility model adopts the technical scheme as follows:
an I-beam structure comprises a plurality of I-beams which are longitudinally arranged side by side and a plurality of steel bars which are used for connecting the I-beams in series, wherein a square frame is arranged between the front end and the rear end of each adjacent I-beam in a cushioning mode, and the top surface and the bottom surface of each square frame are respectively flush with the top surface and the bottom surface of each I-beam correspondingly; and a plurality of rib penetrating holes are formed in the rib part of each I-beam, and the two ends of the I-beam are fastened on the two edges of the I-beam by bolts after the reinforcing steel bars transversely penetrate through the rib penetrating holes.
According to the I-beam structure, the two sides of the upper portion of the square frame are respectively attached to the side edges of the upper flange of the I-beam, and the wood wedges are arranged between the two sides of the lower portion of the square frame and the side edges of the lower flange of the I-beam in a cushioning mode.
Above-mentioned I-beam structure still including laying a plurality of plank and a plurality of steel sheet at this structure top, the plank is horizontal and the interval sets up, the steel sheet is laid at the plank top and is set up in succession.
According to the I-beam structure, the square frame comprises the square outer frame and the X-shaped support frame, and the support frame is welded inside the outer frame.
The utility model has the advantages that: the structure body enables the I-shaped beam to form a whole body, a transportation channel with a stable structure is formed, overturning of the transportation trolley during walking is avoided, and construction safety is greatly guaranteed. Meanwhile, the structural body is very convenient to install and disassemble, and the laying construction efficiency of the I-shaped beam during bridge construction is improved. The fixing piece of the structure body can be repeatedly recycled, the construction cost is reduced, and material waste is avoided.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is a schematic view of a square frame according to an embodiment of the present invention;
fig. 3 is a schematic view of a connection structure of the boundary beam in the embodiment of the present invention.
In the figure: 1. an I-beam; 2. reinforcing steel bars; 3. a square frame; 4. wood wedge; 5. a wood board; 6. steel plates, 7, bolts; 8. a gasket; 9. perforating the rib holes; 10. and reserving the steel bars.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings.
The embodiment is an I-beam structural body, which is used for laying a bridge frame during road and bridge construction. As shown in fig. 1 to fig. 1, the structural body comprises a plurality of i-beams 1 longitudinally arranged side by side and a plurality of steel bars 2 for connecting the i-beams 1 in series, wherein square frames 3 are respectively arranged between the front end and the rear end of each adjacent i-beam 1 in a padding way, and the top surfaces and the bottom surfaces of the square frames 3 are respectively flush with the top surfaces and the bottom surfaces of the i-beams 1 correspondingly; the rib part of each I-beam 3 is provided with a plurality of rib penetrating holes 9, the reinforcing steel bars 2 transversely penetrate through the corresponding rib penetrating holes 9, then the two ends of each reinforcing steel bar are fastened on the I-beams 1 at the two edges by bolts 7, and a gasket 8 is arranged between each bolt 7 and each I-beam 1. The structural body is arranged on a transport trolley, and the bridge girder erection machine connects the erection of the structural body and the former structural body into a whole after the structural body is conveyed to a construction position, and simultaneously forms a walking channel of the transport trolley. The structure body is an organic whole structure, and the bearing capacity is good, and travelling bogie can steady operation, greatly improves the security.
Referring to fig. 1 and 3, two sides of the upper portion of the square frame 3 are respectively attached to the side edges of the upper flange of the i-beam 1. Because the I-beam 1 is wide at the top and narrow at the bottom, a wooden wedge 4 is padded between the two sides of the lower part of the square frame 3 and the side edge of the lower flange of the I-beam 1, and the square frame 3 and the I-beam 1 are tightly contacted to form a whole under the fastening of the steel bars 2.
A plurality of plank 5 and a plurality of steel sheet 6 have been laid at the top of this structure, plank 5 is horizontal and the setting of interval 50cm, steel sheet 6 is laid at 5 tops of plank and is set up in succession, forms convenient level and smooth transfer passage, and the effect of plank 5 is the buffering shock attenuation, can alleviate the collision between steel sheet 6 and the I-beam 1 when the travelling bogie walks. The top surface of the I-beam 1 is provided with reserved steel bars 10, so that the I-beam can be tightly combined during subsequent construction of a pavement layer, the thickness of the wood board 5 is the same as that of the reserved steel bars 10, the width of the wood board 5 is slightly smaller than the distance between the reserved steel bars 10, and the wood board 5 can be placed conveniently.
The square frame 3 comprises a square outer frame and an X-shaped support frame, the outer frame is made of 100X 4mm steel plates through welding, and the support frame is welded inside the outer frame, so that the compressive strength of the square frame is improved.
Claims (4)
1. An I-beam structure characterized in that: the steel bar connecting structure comprises a plurality of I-shaped beams (1) which are longitudinally arranged side by side and a plurality of steel bars (2) which connect the I-shaped beams (1) in series, wherein square frames (3) are respectively arranged between the front end and the rear end of each adjacent I-shaped beam (1), and the top surfaces and the bottom surfaces of the square frames (3) are respectively flush with the top surfaces and the bottom surfaces of the I-shaped beams (1) correspondingly; the rib part of each I-shaped beam (1) is provided with a plurality of rib penetrating holes (9), and the two ends of the corresponding reinforcing steel bars (2) are fastened on the I-shaped beams (1) at the two edges by bolts (7) after transversely penetrating the rib penetrating holes (9).
2. An i-beam structure according to claim 1, wherein: the upper portion both sides of square frame (3) are hugged closely the side on the I-beam (1) top flange respectively, it is equipped with wooden wedge (4) to fill up between the lower part both sides of square frame (3) and I-beam (1) bottom flange side.
3. The i-beam structure of claim 1, wherein: still including laying a plurality of plank (5) and a plurality of steel sheet (6) at this structure top, plank (5) are horizontal and the interval sets up, lay at plank (5) top and set up in succession steel sheet (6).
4. An i-beam structure according to claim 1, wherein: the square frame (3) comprises a square outer frame and an X-shaped support frame, and the support frame is welded inside the outer frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221589034.5U CN217601230U (en) | 2022-06-24 | 2022-06-24 | Bridge I-beam structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221589034.5U CN217601230U (en) | 2022-06-24 | 2022-06-24 | Bridge I-beam structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN217601230U true CN217601230U (en) | 2022-10-18 |
Family
ID=83590369
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202221589034.5U Active CN217601230U (en) | 2022-06-24 | 2022-06-24 | Bridge I-beam structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN217601230U (en) |
-
2022
- 2022-06-24 CN CN202221589034.5U patent/CN217601230U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104264895A (en) | Prestressed concrete F slab and frame structure system | |
CN109082998A (en) | Integral prefabricated steel plate combination girder construction and construction method | |
CN207597418U (en) | A kind of shaped steel pedestal for the beam prefabricated constructions of T | |
CN103938549A (en) | Construction method for fabricated type corrugated steel inclined web combined beam | |
CN107905083A (en) | A kind of the inversion type clod wash U-shaped steel combination beam bridge and construction method of lacing connection | |
CN113585075A (en) | Cast-in-place bridge deck formwork for steel-concrete composite beam | |
CN101839063B (en) | Movable steel base for constructing prefabricated beam and standard joint thereof | |
CN217601230U (en) | Bridge I-beam structure | |
CN103075024A (en) | Space truss underpinning structure with combination of steel and prestressed concrete and construction method thereof | |
CN211947993U (en) | Support for large-span cast-in-situ bridge construction | |
CN219671054U (en) | Steel-concrete combined small box girder prefabricated by integral hoisting | |
CN201671063U (en) | Movable steel base for construction precast beams and standard knot thereof | |
US5966764A (en) | Roll beam girder system for bridges | |
CN211285076U (en) | Railway track overhead reinforcing structure | |
US8459570B2 (en) | Supporting arrangement | |
CN115058957A (en) | Dual-purpose trestle supporting structure | |
CN212336674U (en) | High-rise high-altitude large-span suspended structure construction bearing platform | |
CN209941469U (en) | Steel box girder thin-wall pier rigid frame cable-stayed bridge suitable for straddle type monorail | |
CN113463447A (en) | Large-span longitudinal and transverse beam structure for assisting tunnel to penetrate existing linear track | |
CN206917262U (en) | A kind of stiffness steel beam bearing of convenient unloading | |
CN208717939U (en) | A kind of efficiently molding building hoist foundation structure | |
CN207749400U (en) | A kind of inversion type clod wash U-shaped steel combination beam bridge of lacing connection | |
CN211368406U (en) | Bridge girder erection machine main beam with upper and lower double-layer structures | |
CN209875188U (en) | Support structure | |
CN215857130U (en) | Stable multi-span spatial hyperstatic system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |