CN212247898U - Jig frame for integral prefabrication and hoisting of large pier body reinforcing steel bars - Google Patents
Jig frame for integral prefabrication and hoisting of large pier body reinforcing steel bars Download PDFInfo
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- CN212247898U CN212247898U CN202021486314.4U CN202021486314U CN212247898U CN 212247898 U CN212247898 U CN 212247898U CN 202021486314 U CN202021486314 U CN 202021486314U CN 212247898 U CN212247898 U CN 212247898U
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Abstract
The utility model discloses a jig frame for integral prefabrication and hoisting of large pier shaft reinforcing steel bars, which comprises a main frame consisting of square steel, wherein the front side surface, the back side surface, the left side surface and the right side surface of the main frame are respectively provided with a cross bar and a plurality of reinforcing bars, the cross bars are arranged in the middle of the front side surface, the back side surface, the left side surface and the right side surface of the main frame, and the reinforcing bars are arranged between the main frame and the cross bars and form a rhombus; the top and the bottom of the main frame are respectively provided with a plurality of steel clamping pieces, and a plurality of clamping grooves for clamping steel bars are uniformly arranged on each steel clamping piece at intervals. The utility model discloses a large-scale pier shaft reinforcing bar construction is standardized, prefabricated for the turnover speed of pier shaft platform support and template reduces the input cost, has reduced the construction degree of difficulty, and has ensured reinforcing bar installation accuracy, and bed-jig simple structure easily makes moreover, and reuse rate is high.
Description
Technical Field
The utility model relates to a pier shaft reinforcing bar integrally-prefabricated hoist and mount construction technical field in the bridge construction specifically is a bed-jig of large-scale pier shaft reinforcing bar integrally-prefabricated hoist and mount.
Background
The traditional pier body steel bar construction is in a split type, and operators install main bars, stirrups and lacing wires on a construction platform support one by one and gradually. This traditional construction method has the following disadvantages: 1. the method is not suitable for the current requirements of standardized and prefabricated bridge construction. 2. The construction period of a single pier body is long, and the turnover speed of the pier body platform support and the template is low. 3. The vertical butt joint degree of difficulty of owner muscle is great, and is difficult to guarantee the muffjoint department installation quality. The thickness of the concrete protective layer is difficult to ensure. 4. The process of the scattered assembly belongs to high-altitude operation, and the safety risk is high.
In addition, pier shaft reinforcing bar adopts the prefabricated hoist and mount of branch face, subsection in the current bridge work progress, mainly has following several: 1. and a small positioning clamping groove is manufactured, and the single-side main reinforcement prefabrication hoisting is realized. 2. And manufacturing a small jig frame, and realizing segmental prefabrication and hoisting of stirrups. But the integral prefabrication and hoisting of the large pier body reinforcing steel bars cannot be realized.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem, the utility model provides a bed-jig structure of whole prefabricated hoist and mount of large-scale pier shaft reinforcing bar has realized the whole prefabricated hoist and mount of large-scale pier shaft reinforcing bar to make the whole prefabricated hoist and mount more high-efficient, more swift, more convenient.
The utility model provides an adopted technical scheme of its technical problem does: a jig frame for integral prefabrication and hoisting of large pier body reinforcing steel bars comprises a main frame consisting of square steel, wherein cross bars and a plurality of reinforcing bars are arranged on the front side surface, the rear side surface, the left side surface and the right side surface of the main frame respectively, the cross bars are arranged in the middle of the front side surface, the rear side surface, the left side surface and the right side surface of the main frame, and the reinforcing bars are arranged between the main frame and the cross bars and form a rhombus; the top and the bottom of the main frame are respectively provided with a plurality of steel clamping pieces, and a plurality of clamping grooves for clamping steel bars are uniformly arranged on each steel clamping piece at intervals.
Furthermore, a cross-shaped connecting rod is arranged in the middle of the top of the main frame, and a lifting hook is arranged in the center of the connecting rod.
The utility model also discloses a pier shaft reinforcing bar construction method utilizes the bed-jig of foretell whole prefabricated hoist and mount of large-scale pier shaft reinforcing bar, transversely places the main frame earlier, then is in with the semi-manufactured goods of pier shaft reinforcing bar fixed on the steel clip, the ligature shaping adopts the crane to lift again and hangs messenger's bed-jig and stick up, and the crane hoists pier shaft reinforcing bar and fixes a position the installation to the mounted position, sets up the cable wind rope after the installation finishes and guarantees that pier shaft reinforcing bar is firm, do not empty.
The utility model has the advantages that:
1. realizes the standardization and prefabrication of the large pier body steel bar construction.
2. Pier shaft reinforcement can construct with the cushion cap synchronization, shortens single pier construction cycle for the turnover speed of pier shaft platform support and template reduces the input cost.
3. Convert high altitude construction into ground operation, reduced the safety risk.
4. The construction difficulty is reduced, and the installation precision of the steel bars is guaranteed.
5. The jig frame is simple in structure, easy to manufacture and high in repeated utilization rate.
Drawings
Fig. 1 is a schematic front structural view of the present invention;
fig. 2 is a schematic side view of the present invention;
FIG. 3 is a schematic view of the bottom structure of the present invention
Fig. 4 is a schematic top view of the present invention.
Detailed Description
The present invention will be further described with reference to the accompanying drawings.
As shown in fig. 1 to 4, a jig frame for integral prefabrication and hoisting of large pier body steel bars comprises a main frame 1 composed of square steel (the model is 20 × 20cm, and the wall thickness is 2cm), wherein a cross bar 2 (adopting 12# channel steel) and a plurality of reinforcing bars 3 (adopting 12# channel steel) are respectively arranged on the front side, the rear side, the left side and the right side of the main frame, the cross bar 2 is arranged in the middle of the front side, the rear side, the left side and the right side of the main frame 1, the lower half parts of the front side and the rear side of the main frame 1 are quadrilateral, the upper half parts of the front side and the rear side of the main frame 1 are trapezoidal, and the reinforcing bars 3 are arranged between the main frame 1 and the; the top and the bottom of main frame 1 are equipped with a plurality of steel clamping pieces 4 respectively, each even interval arrangement has a plurality of draw-in grooves 41 that are used for cliping the reinforcing bar on the steel clamping piece 4, the middle part at the top of main frame 1 is equipped with the connecting rod 11 of "ten" shape, the central part of connecting rod 11 is equipped with lifting hook 12.
The utility model also discloses a pier shaft reinforcing bar construction method utilizes foretell one kind of whole prefabricated bed-jig of hoist and mount of large-scale pier shaft reinforcing bar, transversely places the main frame earlier, then is in with the semi-manufactured goods of pier shaft reinforcing bar fixed on the steel clip, the ligature shaping sets up 4 hoisting points (top, bottom each 2) on the bed-jig, adopts 1 130T (top) and 1 50T (bottom) crane to lift and hangs and make the bed-jig erect, then 50T crane unhook, hoists pier shaft reinforcing bar by 130T crane and fixes a position the installation to the mounted position, sets up the cable wind rope after the installation finishes and guarantees that the pier shaft reinforcing bar is firm, do not topple over.
The above mentioned embodiments are only preferred embodiments of the present invention, and the scope of the present invention should not be limited thereby, and all the simple equivalent changes and modifications made according to the claims and the description of the present invention are still included in the scope covered by the present invention.
Claims (3)
1. The jig frame for integrally prefabricating and hoisting the large pier body steel bars is characterized by comprising a main frame, wherein a cross bar and a plurality of reinforcing bars are respectively arranged on the front side surface, the rear side surface, the left side surface and the right side surface of the main frame, the cross bar is arranged in the middle of the front side surface, the rear side surface, the left side surface and the right side surface of the main frame, and the reinforcing bars are arranged between the main frame and the cross bar and form a rhombus; the top and the bottom of the main frame are respectively provided with a plurality of steel clamping pieces, and a plurality of clamping grooves for clamping steel bars are uniformly arranged on each steel clamping piece at intervals.
2. The jig frame for integral prefabrication and hoisting of large pier shaft steel bars according to claim 1, wherein the main frame is composed of square steel.
3. The jig frame for integral prefabrication and hoisting of the large pier shaft steel bars according to claim 1, wherein a cross-shaped connecting rod is arranged in the middle of the top of the main frame, and a lifting hook is arranged in the center of the connecting rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021486314.4U CN212247898U (en) | 2020-07-24 | 2020-07-24 | Jig frame for integral prefabrication and hoisting of large pier body reinforcing steel bars |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021486314.4U CN212247898U (en) | 2020-07-24 | 2020-07-24 | Jig frame for integral prefabrication and hoisting of large pier body reinforcing steel bars |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212247898U true CN212247898U (en) | 2020-12-29 |
Family
ID=73980906
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021486314.4U Active CN212247898U (en) | 2020-07-24 | 2020-07-24 | Jig frame for integral prefabrication and hoisting of large pier body reinforcing steel bars |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212247898U (en) |
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2020
- 2020-07-24 CN CN202021486314.4U patent/CN212247898U/en active Active
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