CN216786867U - Leveling and anti-tilting device for construction of bent cap steel bar method - Google Patents
Leveling and anti-tilting device for construction of bent cap steel bar method Download PDFInfo
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- CN216786867U CN216786867U CN202220194636.4U CN202220194636U CN216786867U CN 216786867 U CN216786867 U CN 216786867U CN 202220194636 U CN202220194636 U CN 202220194636U CN 216786867 U CN216786867 U CN 216786867U
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Abstract
The utility model discloses a leveling and anti-tilting device for bridge capping beam steel bar method construction, which comprises: the steel box body is of a rectangular structure and is formed by enclosing a top plate, a bottom plate, a front side plate, a rear side plate, a left side plate and a right side plate; the hoisting lugs are arranged on the steel box body in pairs and used for connecting hoisting equipment; the mounting holes are formed in the front side plate and the rear side plate and used for penetrating the horizontal steel bars; the anti-tilt connecting plates are arranged on the left side plate and the right side plate, and each anti-tilt connecting plate is provided with a vertical hole; the bottom of the anti-tilting rod is connected with the vertical hole, the top of the anti-tilting rod is positioned above the left side plate and the right side plate in an inclined mode, and the anti-tilting rod is provided with a horizontal mounting surface used for connecting the supporting members. The bent cap beam has the advantages of simple structure, convenience in use, good overall stability, strong applicability, convenience in mounting and dismounting and stable self weight, can meet the requirements of different construction working conditions such as different steel bar intervals, multiple pier columns and the like, and can improve the safety and efficiency of bent cap construction.
Description
Technical Field
The utility model relates to the technical field of bridge capping beam construction, in particular to a leveling and anti-tilting device for capping beam steel bar method construction.
Background
The bridge capping beam construction comprises a plurality of construction modes such as a cross steel bar method, a pre-embedded profile steel method, a floor bracket method, a hoop method and the like, wherein the steel bar method construction is convenient to insert and pull out due to high supporting strength, and is used more in large-volume capping beam construction, but is not easy to level due to small top surface area of the steel bar in construction and installation of a jack or other supporting measures on the steel bar, so that the overturning risk exists; many temporary settings of anti-tilt measure in the past, the installation is demolishd the difficulty, and the material etc. can't have enough to meet the need, has reduced factor of safety, has increased installation time, seriously influences bent cap construction safety and efficiency.
Disclosure of Invention
In order to solve the problems, the utility model provides a leveling and anti-tilting device for capping beam steel bar method construction, which has a simple structure and is convenient to use, and the following technical scheme can be adopted:
the utility model relates to a leveling and anti-tilting device for capping beam steel bar method construction, which comprises
The steel box body is of a rectangular structure and is formed by enclosing a top plate, a bottom plate, a front side plate, a rear side plate, a left side plate and a right side plate;
the hoisting lugs are arranged on the steel box body in pairs and used for connecting hoisting equipment;
the mounting holes are formed in the front side plate and the rear side plate and used for penetrating the horizontal steel bars;
the anti-tilt connecting plates are arranged on the left side plate and the right side plate, and each anti-tilt connecting plate is provided with a vertical hole;
the bottom of the anti-tilting rod is connected with the vertical hole, the top of the anti-tilting rod is positioned above the left side plate and the right side plate in an inclined mode, and the anti-tilting rod is provided with a horizontal mounting surface used for connecting the supporting members.
At least one reinforcing plate is arranged in the steel box body, the reinforcing plate is arranged in parallel with the front side plate and the rear side plate, and through holes corresponding to the mounting holes are formed in the reinforcing plate.
The mounting holes and the through holes are vertical oblong holes.
The hoisting lugs are symmetrically arranged at the tops of the left side plate and the right side plate.
The anti-tilt connecting plates are arranged close to the bottoms of the left side plate and the right side plate, each anti-tilt connecting plate extends along the longitudinal direction of the horizontal steel bar, and the vertical holes in the anti-tilt connecting plates are arranged in a single row at uniform intervals.
The anti-roll bars are arranged in parallel with the front side plate and the rear side plate, and the anti-roll bars on the left side and the right side are symmetrically arranged on two sides of the steel box body or arranged in a staggered manner in the front and the rear.
The anti-tilt rod is arranged in the vertical hole in a penetrating mode, and fastening nuts located on the upper side and the lower side of the anti-tilt connecting plate are arranged on the anti-tilt rod.
The leveling and anti-tilting device for the capping beam steel bar method construction, provided by the utility model, has the characteristics of simple structure, convenience in use, good overall stability, strong applicability, convenience in mounting and dismounting and stable self weight, and can meet the requirements of different construction working conditions such as different steel bar intervals, multiple pier columns and the like. The construction method is simple to operate, high in construction speed and capable of being repeatedly used, and safety and efficiency of bent cap construction are greatly improved.
Drawings
Fig. 1 is a front view of the present invention.
Fig. 2 is a left side view of fig. 1.
Fig. 3 is a top view of fig. 1 (with the anti roll bar omitted).
Detailed Description
The following describes embodiments of the present invention in detail with reference to the drawings, and the embodiments are implemented on the premise of the technical solution of the present invention, and detailed embodiments and specific construction processes are given, but the scope of the present invention is not limited to the following embodiments.
As shown in fig. 1-3, the leveling and anti-tilting device for construction by a capping beam steel bar method comprises a steel box body 1, a hoisting lug 2, a mounting hole 3, an anti-tilting connecting plate 4 and an anti-tilting rod 5.
The steel box body 1 is a rectangular structure formed by enclosing a top plate, a bottom plate, a front side plate, a rear side plate, a left side plate and a right side plate, at least one reinforcing plate 6 is arranged in the steel box body, and each reinforcing plate 6 is arranged in parallel with the front side plate and the rear side plate. In order to conveniently install the horizontal steel bar, the left side plate and the right side plate of the steel box body 1 are provided with mounting holes 3 near the top, and meanwhile, the reinforcing plate 6 is provided with through holes 7 corresponding to the mounting holes 3. Above-mentioned mounting hole 3 and through-hole 7 are vertical slotted hole, make things convenient for horizontal rod iron to reach the self-balancing under the action of gravity. For convenient hoisting, hoisting lugs 2 which are arranged in pairs are arranged on the left side plate and the right side plate of the steel box body 1 near the top.
Prevent inclining connecting plate 4 and install about steel box 1 curb plate and be close to bottom department, each prevents inclining connecting plate 4 and all sets up with horizontal rod iron syntropy (along the vertical extension of horizontal rod iron promptly), and even interval is provided with a plurality of vertical holes 8 that are the single-row range on it. The anti-tilt rod 5 is arranged in the vertical hole 8 in a penetrating way and is fixed by two fastening nuts 9 positioned on the upper side and the lower side of the anti-tilt connecting plate 4; each anti-roll bar 5 extends from the connecting point to the outside of the steel box body 1, the top of the anti-roll bar is positioned obliquely above the left side plate and the right side plate, and a horizontal mounting surface 10 for connecting a supporting member is arranged. In general, all the anti-roll bars 5 are located in a plane parallel to the front and rear side plates, and the anti-roll bars 5 on the left and right sides are symmetrically arranged or staggered front and rear.
During installation, firstly, the hoisting lug 2 and hoisting equipment are connected, the steel box body 1 is hoisted to an installation position, then the horizontal steel bar is installed through the installation hole 3 and the through hole 7, the horizontal steel bar is automatically leveled under the action of self weight, then a jack or other members of a supporting system are installed on the bottom plate of the steel box body 1, then the anti-tilting rod 5 is installed, and other members of the supporting system are installed on the horizontal installation surface 10 at the top of the anti-tilting rod, so that the effect of preventing tilting is achieved. The utility model can be used independently or jointly and is arranged at different positions of the pier stud.
It should be noted that in the description of the present invention, terms of orientation or positional relationship such as "front", "rear", "left", "right", "vertical", "horizontal", "inner", "outer", etc., are based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
Claims (7)
1. The utility model provides a leveling anti-tilt device for bent cap rod iron method construction which characterized in that: comprises that
The steel box body is of a rectangular structure and is formed by enclosing a top plate, a bottom plate, a front side plate, a rear side plate, a left side plate and a right side plate;
the hoisting lugs are arranged on the steel box body in pairs and used for connecting hoisting equipment;
the mounting holes are formed in the front side plate and the rear side plate and used for penetrating the horizontal steel bars;
the anti-tilt connecting plates are arranged on the left side plate and the right side plate, and each anti-tilt connecting plate is provided with a vertical hole;
the bottom of the anti-tilting rod is connected with the vertical hole, the top of the anti-tilting rod is positioned above the left side plate and the right side plate in an inclined mode, and the anti-tilting rod is provided with a horizontal mounting surface used for connecting the supporting members.
2. The leveling and anti-tilting device for the capping beam steel bar method construction according to claim 1, which is characterized in that: at least one reinforcing plate is arranged in the steel box body, the reinforcing plate is arranged in parallel with the front side plate and the rear side plate, and through holes corresponding to the mounting holes are formed in the reinforcing plate.
3. The leveling and anti-tilting device for the capping beam steel bar method construction as claimed in claim 2, wherein: the mounting holes and the through holes are vertical oblong holes.
4. The leveling and anti-tilting device for the capping beam steel bar method construction according to claim 1, which is characterized in that: the hoisting lugs are symmetrically arranged at the tops of the left side plate and the right side plate.
5. The leveling and anti-tilting device for the capping beam steel bar method construction according to claim 1, which is characterized in that: the anti-tilt connecting plates are arranged close to the bottoms of the left side plate and the right side plate, each anti-tilt connecting plate extends along the longitudinal direction of the horizontal steel bar, and the vertical holes in the anti-tilt connecting plates are arranged in a single row at uniform intervals.
6. The leveling and anti-tilting device for the capping beam steel bar method construction according to claim 1, which is characterized in that: the anti-roll bars are arranged in parallel with the front side plate and the rear side plate, and the anti-roll bars on the left side and the right side are symmetrically arranged on two sides of the steel box body or arranged in a staggered manner in the front and the rear.
7. The leveling and anti-tilting device for the capping beam steel bar method construction according to claim 1, which is characterized in that: the anti-tilt rod is arranged in the vertical hole in a penetrating mode, and fastening nuts located on the upper side and the lower side of the anti-tilt connecting plate are arranged on the anti-tilt rod.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202220194636.4U CN216786867U (en) | 2022-01-25 | 2022-01-25 | Leveling and anti-tilting device for construction of bent cap steel bar method |
Applications Claiming Priority (1)
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CN202220194636.4U CN216786867U (en) | 2022-01-25 | 2022-01-25 | Leveling and anti-tilting device for construction of bent cap steel bar method |
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CN216786867U true CN216786867U (en) | 2022-06-21 |
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CN202220194636.4U Active CN216786867U (en) | 2022-01-25 | 2022-01-25 | Leveling and anti-tilting device for construction of bent cap steel bar method |
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CN (1) | CN216786867U (en) |
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- 2022-01-25 CN CN202220194636.4U patent/CN216786867U/en active Active
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