CN215101658U - Tower crane embedded support leg reinforcing structure - Google Patents
Tower crane embedded support leg reinforcing structure Download PDFInfo
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- CN215101658U CN215101658U CN202121375872.8U CN202121375872U CN215101658U CN 215101658 U CN215101658 U CN 215101658U CN 202121375872 U CN202121375872 U CN 202121375872U CN 215101658 U CN215101658 U CN 215101658U
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Abstract
The utility model provides a pre-buried landing leg reinforced structure of tower crane, including vertical support column, bracing and horizontal support board, the bracing sets up and is located the right side on vertical support column's top and is connected with the right flank on vertical support column's top along left right direction, and horizontal support board sets up on the bracing and is used for the pre-buried landing leg of fixed tower crane above that. Preferably, the vertical support columns are lattice columns. The right flank welded connection on bracing and the top of vertical support column. The horizontal support plate is welded on the inclined strut. The quantity of bracing is 2, sets up along fore-and-aft direction mutual interval. The bracing is the triangle-shaped bracing, and one of them right-angle side is vertical sets up and is connected with the right flank on the top of vertical support column, and another right-angle side level sets up, and horizontal support plate sets up on another right-angle side. The inclined strut is a bracket. The utility model discloses can overcome tower crane foundation cushion layer intensity and concrete work progress basis and subside the influence to the pre-buried landing leg of tower crane, ensure the safe and reliable of tower crane foundation construction.
Description
Technical Field
The utility model relates to a construction technical field, in particular to pre-buried landing leg of building engineering tower crane consolidates technical field, specifically indicates a pre-buried landing leg reinforced structure of tower crane.
Background
The building refers to an asset formed by artificial construction, belongs to the category of fixed assets, and comprises two categories of houses and constructions, wherein the houses refer to engineering buildings for people to live, work, study, produce, manage, entertain, store articles and perform other social activities. Distinguished from buildings are structures, which refer to engineering structures other than houses, such as fences, roads, dams, wells, tunnels, water towers, bridges, chimneys, and the like.
In recent years, with the development of the building industry, deep foundation pits and steel support enclosure systems are frequently applied in the construction technology, and vertical transportation tools such as tower cranes and the like are more and more important, but when the tower crane embedded support legs are installed, the tower crane embedded support legs are deviated due to the factors such as foundation settlement, excessive rainwater, concrete vibration, heavy vehicle walking and the like, and part of deviation is greater than the design requirement, so that the installation safety of the tower cranes cannot be ensured. Therefore, how to take corresponding measures to ensure safety is a problem worth exploring in the tower crane foundation construction process.
Therefore, hope to provide a pre-buried landing leg reinforced structure of tower crane, it can overcome the influence of tower crane foundation bed course intensity and concrete construction in-process basis subsidence to the pre-buried landing leg of tower crane, ensures the safe and reliable of tower crane foundation construction.
SUMMERY OF THE UTILITY MODEL
In order to overcome the shortcoming among the above-mentioned prior art, an object of the utility model is to provide a pre-buried landing leg reinforced structure of tower crane, it can overcome tower crane foundation bed course intensity and concrete work progress basis and subside the influence to the pre-buried landing leg of tower crane, ensures the safe and reliable of tower crane foundation construction, is suitable for extensive popularization and application.
Another object of the utility model is to provide a pre-buried landing leg reinforced structure of tower crane, its design benefit, the structure is succinct, makes portably, and is with low costs, is suitable for extensive popularization and application.
In order to achieve the above object, the utility model provides a pre-buried landing leg reinforced structure of tower crane, its characteristics are, including vertical support column, bracing and horizontal support board, wherein:
the bracing sets up and is located along the left and right sides the right side on vertical support column's top and with the right flank on vertical support column's top be connected, horizontal support plate sets up on the bracing and be used for the fixed pre-buried landing leg of tower crane in the horizontal support plate.
Preferably, the vertical support columns are lattice columns.
Preferably, the inclined strut is connected with the right side face of the top end of the vertical supporting column in a welding mode.
Preferably, the horizontal support plate is welded to the diagonal support.
Preferably, the number of the inclined struts is 2, and the 2 inclined struts are arranged at intervals along the front-back direction.
Preferably, the inclined strut is a triangular inclined strut, one right-angle side of the triangular inclined strut is vertically arranged and is connected with the right side face of the top end of the vertical supporting column, the other right-angle side of the triangular inclined strut is horizontally arranged, and the horizontal supporting plate is arranged on the other right-angle side.
Preferably, the brace is a corbel.
More preferably, the corbel is a steel corbel.
More preferably, the thickness of the corbel is 30 mm.
Preferably, the length, width and height of the horizontal support plate are 950mm, 950mm and 20mm, respectively.
The beneficial effects of the utility model mainly lie in:
1. the utility model discloses a pre-buried landing leg reinforced structure of tower crane includes vertical support column, bracing and horizontal support plate, the bracing sets up and is located the right side on vertical support column's top and is connected with the right flank on vertical support column's top along controlling the direction, horizontal support plate sets up on the bracing and is used for the pre-buried landing leg of fixed tower crane in horizontal support plate, consequently, it can overcome tower crane foundation bed course intensity and concrete work progress basis and subside the influence to the pre-buried landing leg of tower crane, ensure the safe and reliable of tower crane foundation construction, be suitable for extensive popularization and application.
2. The utility model discloses a pre-buried landing leg reinforced structure of tower crane includes vertical support post, bracing and horizontal support plate, and the bracing sets up and is located the right side on vertical support post's top and is connected with the right flank on vertical support post's top along left right direction, and horizontal support plate sets up on the bracing and is used for the pre-buried landing leg of fixed tower crane in horizontal support plate, consequently, its design benefit, and the structure is succinct, makes portably, and is with low costs, is suitable for extensive popularization and application.
These and other objects, features and advantages of the present invention will be fully apparent from the following detailed description and appended drawings, and may be realized by means of the instrumentalities, devices and combinations particularly pointed out in the specification.
Drawings
Fig. 1 is the utility model discloses a tower crane embedded leg reinforced structure's a specific embodiment's local main view schematic diagram.
Fig. 2 is a schematic partial front view of reinforcing the tower crane embedded leg according to the embodiment shown in fig. 1.
(symbol description)
1, vertical supporting columns; 2, bracing; 3 horizontal supporting plates; 4, pre-burying supporting legs of a tower crane; 5 tower crane foundation sections; and 6, a ground resistor.
Detailed Description
In order to clearly understand the technical contents of the present invention, the following embodiments are specifically illustrated in detail.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Please refer to fig. 1, in an embodiment of the present invention, the tower crane pre-buried leg reinforcing structure of the present invention includes a vertical support column 1, an inclined strut 2 and a horizontal support plate 3, wherein:
bracing 2 sets up and is located along the left and right sides direction the right side on vertical support post 1's top and with the right flank on vertical support post 1's top be connected, horizontal support plate 3 sets up on the bracing 2 and be used for being in horizontal support plate 3 goes up the pre-buried landing leg 4 of fixed tower crane.
The vertical support columns 1 may be any suitable support columns, as shown in fig. 1, and in an embodiment of the present invention, the vertical support columns 1 are lattice columns.
The bracing 2 with the right flank on the top of vertical support post 1 be connected, can adopt any suitable structure the utility model discloses a specific embodiment, bracing 2 with the right flank welded connection on the top of vertical support post 1.
The figure of bracing 2 can be confirmed as required the utility model discloses a specific embodiment, the figure of bracing 2 is 2, 2 the bracing 2 sets up along fore-and-aft direction mutual interval.
The inclined strut 2 may have any suitable shape, please refer to fig. 1, in an embodiment of the present invention, the inclined strut 2 is a triangular inclined strut, one of the right-angle sides of the triangular inclined strut is vertically disposed and connected to the right side of the top end of the vertical supporting column 1, the other right-angle side of the triangular inclined strut is horizontally disposed, and the horizontal supporting plate 3 is disposed on the other right-angle side.
The brace 2 may be any suitable brace, and in a specific embodiment of the present invention, the brace 2 is a bracket.
The bracket can adopt the bracket of any suitable material, in a specific embodiment of the utility model, the bracket is the steel bracket.
The thickness of bracket can be confirmed as required in the utility model discloses a specific embodiment, the thickness of bracket is 30 mm.
The size of the horizontal support plate 3 can be determined as required, and in a specific embodiment of the present invention, the length, width and height of the horizontal support plate 3 are 950mm, 950mm and 20mm, respectively.
During the use, please see fig. 2 and show, connect bracing 2 at vertical support column 1's right flank, set up horizontal support plate 3 on bracing 2, fixed (for example welding) tower crane embedded leg 4 on horizontal support plate 3 because tower crane embedded leg 4 is 4 usually, consequently need adopt 4 the utility model discloses, wherein two liang of relative and front and back interval set up, pour the tower crane basis at last.
Therefore, adopt the utility model discloses, can replace original tower crane basis stirrup, become the support of the pre-buried landing leg of tower crane, can overcome tower crane basis bed course intensity and concrete work progress basis and subside the influence to the pre-buried landing leg of tower crane, ensure the safe and reliable of tower crane foundation construction.
To sum up, the utility model discloses a pre-buried landing leg reinforced structure of tower crane can overcome tower crane foundation cushion intensity and concrete work progress basis and subside the influence to the pre-buried landing leg of tower crane, ensures the safe and reliable of tower crane foundation construction, and design benefit, the structure is succinct, makes portably, and is with low costs, is suitable for extensive popularization and application.
Therefore, the purpose of the utility model is completely and effectively realized. The functional and structural principles of the present invention have been shown and described in the embodiments, and the embodiments may be modified without departing from the principles. Therefore, the present invention includes all modifications within the spirit and scope of the appended claims.
Claims (10)
1. The utility model provides a pre-buried landing leg reinforced structure of tower crane, its characterized in that includes vertical support post, bracing and horizontal support board, wherein:
the bracing sets up and is located along the left and right sides the right side on vertical support column's top and with the right flank on vertical support column's top be connected, horizontal support plate sets up on the bracing and be used for the fixed pre-buried landing leg of tower crane in the horizontal support plate.
2. The tower crane embedded leg reinforcing structure of claim 1, wherein the vertical support columns are lattice columns.
3. The tower crane embedded leg reinforcing structure of claim 1, wherein the diagonal brace is welded to the right side of the top end of the vertical supporting column.
4. The tower crane embedded leg reinforcing structure of claim 1, wherein the horizontal support plate is welded on the diagonal brace.
5. The tower crane embedded leg reinforcing structure of claim 1, wherein the number of the inclined struts is 2, and the 2 inclined struts are arranged at intervals in the front-back direction.
6. The tower crane embedded leg reinforcing structure of claim 1, wherein the inclined strut is a triangular inclined strut, one of right-angle sides of the triangular inclined strut is vertically arranged and is connected with the right side surface of the top end of the vertical supporting column, the other right-angle side of the triangular inclined strut is horizontally arranged, and the horizontal supporting plate is arranged on the other right-angle side.
7. The tower crane embedded leg reinforcing structure of claim 1, wherein the diagonal brace is a bracket.
8. The tower crane embedded leg reinforcing structure of claim 7, wherein the bracket is a steel bracket.
9. The tower crane embedded leg reinforcing structure of claim 7, wherein the thickness of the bracket is 30 mm.
10. The tower crane embedded leg reinforcing structure of claim 1, wherein the length, the width and the height of the horizontal support plate are 950mm, 950mm and 20mm respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121375872.8U CN215101658U (en) | 2021-06-21 | 2021-06-21 | Tower crane embedded support leg reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121375872.8U CN215101658U (en) | 2021-06-21 | 2021-06-21 | Tower crane embedded support leg reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215101658U true CN215101658U (en) | 2021-12-10 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121375872.8U Active CN215101658U (en) | 2021-06-21 | 2021-06-21 | Tower crane embedded support leg reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215101658U (en) |
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2021
- 2021-06-21 CN CN202121375872.8U patent/CN215101658U/en active Active
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