CN212957018U - Improved structure for connecting steel frame beam and concrete column of bent structure roof - Google Patents
Improved structure for connecting steel frame beam and concrete column of bent structure roof Download PDFInfo
- Publication number
- CN212957018U CN212957018U CN202021396441.5U CN202021396441U CN212957018U CN 212957018 U CN212957018 U CN 212957018U CN 202021396441 U CN202021396441 U CN 202021396441U CN 212957018 U CN212957018 U CN 212957018U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 238000003466 welding Methods 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 abstract description 15
- 230000002787 reinforcement Effects 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
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Abstract
The utility model discloses a structure for improving the connection between a steel frame beam and a concrete column of a bent structure roof; the improved bent structure roof steel frame beam and concrete column connecting structure comprises a concrete column, a steel frame beam, embedded parts, welded H-shaped steel column piers, steel frame beam stiffening plates, end plates and high-strength bolts; the roof steel frame beam is fixed with a high-strength bolt for welding the H-shaped steel pier, and the welded H-shaped steel pier is welded with an embedded part at the top of the concrete column. The utility model discloses it is clear and definite to have the biography power, and the characteristic of simple, the cost economy of construction reduces because of the pre-buried anchor bolt hole does not correspond with pre-buried anchor bolt on the girder steel bottom plate that pre-buried anchor bolt positioning error arouses in the construction, needs on-the-spot reaming and steel frame roof beam to place the off normal, and pre-buried anchor bolt and shear key take place with the condition of the vertical concrete beam internal reinforcement collision of capital to reduce the construction degree of difficulty and construction cycle, improve engineering quality.
Description
Technical Field
The utility model is suitable for a concrete column and light steel roof's structural technology field in single, the civil and industrial building engineering of multilayer reduces the construction degree of difficulty and improves construction quality's improvement framed bent structure roofing steel frame roof beam and concrete column connection's structure when not increasing engineering cost, light steel roofing steel frame roof beam and concrete column connection's improvement way promptly.
Background
In recent years, with the improvement of comprehensive national force of China, single-layer and multi-layer large-span light steel roof structures are applied more and more frequently. In the traditional lightweight steel roof bent structure, because the height of the top of a concrete column is higher, the positioning construction difficulty of a column top embedded anchor bolt is large, and the construction quality and the positioning precision are difficult to guarantee, so that the method for connecting the connecting nodes at the position is improved, and the method for connecting the concrete column and the steel frame beam, which is simple in construction and can guarantee safety, is necessary.
SUMMERY OF THE UTILITY MODEL
The utility model provides a structure for improving the connection between the steel frame beam and the concrete column of the bent structure roof; the utility model discloses have the characteristics that the construction is simple, the cost is low, structure construction quality improves.
The utility model is realized in such a way that a structure for improving the connection between the steel frame beam and the concrete column of the bent structure roof is constructed, which is characterized in that; the structure for connecting the steel frame beam and the concrete column comprises the concrete column, the steel frame beam, embedded parts, welded H-shaped steel column piers, steel frame beam stiffening plates, end plates and high-strength bolts; the two groups of end plates are welded on the upper end plate by the steel frame beams, the lower end plate is welded with the welded H-shaped steel column piers, the two groups of end plates are connected by high-strength bolts, and the welded H-shaped steel column piers are welded with embedded parts to form a complete connecting structure system.
The utility model has the advantages of as follows: the utility model discloses an improve and provide a framed bent structure roofing steel frame roof beam and concrete column connection's structure here, including concrete column, steel frame roof beam, built-in fitting, welding H shaped steel column pier, steel frame roof beam stiffener, end plate and high strength bolt. The utility model provides a steel frame roof beam and concrete column connection structure, effectual reduction is inaccurate because of steel frame roof beam bottom plate embedded anchor fixes a position, and the off normal is placed to on-the-spot reaming and the girder steel that leads to, embedded anchor and shear key and the problem of the interior reinforcing bar collision of the vertical concrete beam in capital. The improvement way of steel frame roof beam and concrete column connection in this patent can effectively reduce the inaccurate on-the-spot reaming that causes in-situ steel frame roof beam bottom plate embedded bolt location, the deviation is placed to the girder steel, and with the emergence of the interior reinforcing bar collision problem of longitudinal concrete beam to reduce the construction degree of difficulty, improve engineering quality.
Drawings
Fig. 1 is a schematic view of the connection structure of the improved steel frame beam and the concrete column of the roof with the bent structure of the utility model;
FIG. 2 is a cross-sectional view of a-a of FIG. 1;
FIG. 3 is a schematic view of an embedment.
Wherein: the concrete column comprises a concrete column 1, a steel frame beam 2, an embedded part 3, a welded H-shaped steel column pier 4, a steel frame beam stiffening plate 5, an end plate 6 and a high-strength bolt 7.
Detailed Description
The present invention will be described in detail with reference to fig. 1 to 3, and the technical solutions in the embodiments of the present invention will be clearly and completely described, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The utility model provides a structure for connecting an improved steel frame beam and a concrete column of a bent structure roof through improvement, as shown in figures 1 to 3, in particular to a method for connecting a steel frame beam and a concrete column, which has simple construction and improved construction quality and can be implemented as follows; the structure for connecting the steel frame beam and the concrete column comprises the concrete column 1, the steel frame beam 2, an embedded part 3, a welded H-shaped steel column pier 4, a steel frame beam stiffening plate 5, an end plate 6 and a high-strength bolt 7; wherein, the end plate 6 is two sets ofly, and steel frame roof beam 2 welds on the end plate 6 on upper portion, and the end plate 6 of lower part welds with welding H shaped steel column pier 4, and two sets of end plates 6 pass through high strength bolt 7 to be connected, welds H shaped steel column pier 4 and built-in fitting 3 welded connection again, makes it form a complete connection structure system. The utility model provides a steel frame roof beam and concrete column connection structure, effectual reduction is inaccurate because of steel frame roof beam bottom plate embedded anchor fixes a position, and the off normal is placed to on-the-spot reaming and the girder steel that leads to, embedded anchor and shear key and the problem of the interior reinforcing bar collision of the vertical concrete beam in capital. The improvement way of steel frame roof beam and concrete column connection in this patent can effectively reduce the inaccurate on-the-spot reaming that causes in-situ steel frame roof beam bottom plate embedded bolt location, the deviation is placed to the girder steel, and with the emergence of the interior reinforcing bar collision problem of longitudinal concrete beam to reduce the construction degree of difficulty, improve engineering quality.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (1)
1. A structure for improving the connection between a steel frame beam and a concrete column of a roof with a bent structure is characterized in that the steel frame beam is connected with the concrete column; the structure for connecting the steel frame beam with the concrete column comprises the concrete column (1), the steel frame beam (2), embedded parts (3), welded H-shaped steel column piers (4), steel frame beam stiffening plates (5), end plates (6) and high-strength bolts (7); the two groups of end plates (6) are welded on the upper end plate (6) of the upper part, the lower end plate (6) is welded with the welding H-shaped steel column pier (4), the two groups of end plates (6) are connected through the high-strength bolt (7), and the welding H-shaped steel column pier (4) is welded with the embedded part (3) to form a complete connecting structure system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021396441.5U CN212957018U (en) | 2020-07-16 | 2020-07-16 | Improved structure for connecting steel frame beam and concrete column of bent structure roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021396441.5U CN212957018U (en) | 2020-07-16 | 2020-07-16 | Improved structure for connecting steel frame beam and concrete column of bent structure roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212957018U true CN212957018U (en) | 2021-04-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021396441.5U Active CN212957018U (en) | 2020-07-16 | 2020-07-16 | Improved structure for connecting steel frame beam and concrete column of bent structure roof |
Country Status (1)
| Country | Link |
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| CN (1) | CN212957018U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113279488A (en) * | 2021-07-06 | 2021-08-20 | 浙江天地环保科技股份有限公司 | Dislocation steel column connection node structure and construction method |
-
2020
- 2020-07-16 CN CN202021396441.5U patent/CN212957018U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113279488A (en) * | 2021-07-06 | 2021-08-20 | 浙江天地环保科技股份有限公司 | Dislocation steel column connection node structure and construction method |
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