CN218521861U - Tower crane foundation differential settlement reinforcing apparatus - Google Patents
Tower crane foundation differential settlement reinforcing apparatus Download PDFInfo
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- CN218521861U CN218521861U CN202222336911.4U CN202222336911U CN218521861U CN 218521861 U CN218521861 U CN 218521861U CN 202222336911 U CN202222336911 U CN 202222336911U CN 218521861 U CN218521861 U CN 218521861U
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- tower crane
- crane basis
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Abstract
The utility model discloses a tower crane basis uneven settlement reinforcing apparatus, including the tower crane basis, the outside of tower crane basis is provided with prevents sinking the mechanism, prevent sinking the mechanism and include the support board, the top fixedly connected with of support board links the board, the surface of linking the board and the surface swing joint on tower crane basis, the inside through swing joint that links the board has expansion bolt, expansion bolt's surface and the inside through fixed connection on tower crane basis, expansion bolt's surface threaded connection has the nut, relates to tower crane basis technical field, and when having solved the use of current tower crane basis uneven settlement reinforcing apparatus, the connection between I-steel and concrete slab and the reinforcing bar is comparatively loose, has the risk that drops to cause to support the tower crane basis unstable, concrete slab directly pours simultaneously, is not convenient for transport and reuse after the time limit for a project is accomplished, leads to concrete slab need pour repeatedly, thereby has reduced the problem of efficiency of construction.
Description
Technical Field
The utility model relates to a tower crane foundation technical field specifically is a tower crane foundation is uneven subsides reinforcing apparatus.
Background
Through retrieval, in the utility model with the publication number of CN208039297U, the uneven settlement reinforcing device for the tower crane foundation is disclosed, which comprises a tower crane body and a tower crane foundation; the tower crane body is erected on the tower crane foundation, and a newly-poured concrete slab, a steel bar and channel steel are arranged at the uneven settlement position of the tower crane foundation; the utility model discloses a through hanging basic side bar planting at former tower, get up with channel-section steel and the steel reinforcement welding who plants out, the I-steel is placed on the other concrete face of newly pouring of basis, has installed one "hand" for the tower crane basis in other words, and "the hand" props hard subaerially, can effectively guarantee that the tower crane basis no longer subsides.
The device is in the use, although carry out certain support to the tower crane foundation in order to prevent subsiding, but there is certain defect in the in-service use in-process, at first I-steel, the connection between reinforcing bar and the concrete slab is comparatively loose, there is certain risk of droing, thereby cause the insecure to the tower crane foundation support, secondly concrete slab directly pours, after the engineering is accomplished, be not convenient for transport and continuous use, lead to concrete slab and need pour repeatedly, construction efficiency is reduced, consequently, need solve to above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides a tower crane foundation non-uniform settlement reinforcing apparatus has solved when current tower crane foundation non-uniform settlement reinforcing apparatus uses, and the connection between I-steel and concrete slab and the reinforcing bar is comparatively loose, has the risk that drops to cause to support the unstability to the tower crane foundation, concrete slab directly pours simultaneously, and transport and reuse are not convenient for after the time limit for a project is accomplished, lead to concrete slab to pour repeatedly, thereby has reduced the problem of efficiency of construction.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a tower crane basis is inhomogeneous to subsides reinforcing apparatus, a tower crane basis is inhomogeneous to subside reinforcing apparatus, includes the tower crane basis, the outside of tower crane basis is provided with prevents sinking the mechanism, prevent sinking the mechanism and include to the board, the top fixedly connected with of support board links the board, the surface of linking the board and the surface swing joint on tower crane basis, the inside swing joint that runs through of linking the board has expansion bolts, expansion bolts's surface and the inside of tower crane basis run through fixed connection, expansion bolts's surface threaded connection has the nut, the surface of nut and the surface looks joint of linking the board, the top swing joint of support board has the I-steel, the inside of I-steel runs through fixedly connected with and overlaps admittedly, the outer fixed surface of solid cover is connected with even cover, the internal surface swing joint who links the cover has the reinforcing bar, the surface of reinforcing bar runs through swing joint with the inside of linking board and basis respectively.
Preferably, the top of the abutting plate is provided with a clamping groove, and the inner surface of the clamping groove is clamped with the outer surface of the fixing sleeve.
Preferably, the inner surface of the clamping groove is fixedly connected with a clamping column, and the outer surface of the clamping column is clamped with the inner surface of the fixing sleeve.
Preferably, an inner cavity is formed in the abutting plate, and a through pouring gate is formed in the inner surface of the inner cavity.
Preferably, the inner surface of the pouring gate is fixedly connected with a connecting rod, and the top of the connecting rod is fixedly connected with a hanging ring.
Advantageous effects
The utility model provides a tower crane basis is inhomogeneous subsides reinforcing apparatus. Compared with the prior art, the method has the following beneficial effects:
(1) Prevent sinking the mechanism through setting up, at first support the board and be connected with the tower crane foundation through even the board to through the centre gripping of expansion screw bolt and nut, strengthened the stability of connecting, thereby make support the better supporting it of board, the I-steel is in through the combination of even cover and reinforcing bar simultaneously, is in support board and tower crane foundation combination department through the reinforcing bar, when receiving longitudinal force, the reinforcing bar is more stable with being connected on I-steel wheel and tower crane foundation, is difficult for droing, thereby strengthens the stability of supporting.
(2) Through setting up to the board isotructure, at first draw-in groove and card post through with the joint of solid cover, have strengthened the stability of I-steel to the reinforcing is to the stability of tower crane foundation support, and the combination of sprue gate and inner chamber, makes the concrete pour the shaping back in the inner chamber, and through the combination of connecting rod and rings, subsequent transport and reuse of being convenient for have avoided pouring concrete slab repeatedly and have reduced the problem of efficiency of construction.
Drawings
Fig. 1 is a perspective view of the external structure of the present invention;
FIG. 2 is an exploded view of the outer structure of the connecting plate of the present invention;
fig. 3 is a cross-sectional view of the internal structure of the butt plate of the present invention.
In the figure: 1. a tower crane foundation; 2. a resisting plate; 21. a card slot; 22. clamping the column; 23. an inner cavity; 24. a pouring gate; 25. a connecting rod; 26. a hoisting ring; 3. connecting plates; 4. an expansion bolt; 5. a nut; 6. i-shaped steel; 7. fixing the sleeve; 8. connecting and sleeving; 9. and (5) reinforcing steel bars.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, 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.
Referring to fig. 1-3, the present invention provides a technical solution: the utility model provides a tower crane basis inhomogeneous settlement reinforcing apparatus, including tower crane basis 1, the outside of tower crane basis 1 is provided with prevents sinking the mechanism, prevent sinking the mechanism and include to support board 2, support board 2 adopts the resistance to compression, corrosion-resistant material is made, support board 2's top fixedly connected with even board 3, even board 3 can be connected support board 2 and tower crane basis 1, stability to tower crane basis 1 support is strengthened, the surface of even board 3 and tower crane basis 1's surface swing joint, even board 3's inside runs through swing joint has expansion bolt 4, the surface of expansion bolt 4 and tower crane basis 1's inside runs through fixed connection, the surface threaded connection of expansion bolt 4 has nut 5, the surface of nut 5 and even board 3's surface looks joint, support board 2's top swing joint has I-steel 6, I-steel 6's inside runs through fixedly connected with solid cover 7, the surface fixedly connected with even cover 8 of solid cover 7, the internal surface swing joint of even cover 8 has reinforcing bar 9, the external diameter size of reinforcing bar 9 and the internal diameter size of even cover 8, the external surface of reinforcing bar 9 respectively with even board 3 and the inside swing joint of basis 1.
The top of the abutting plate 2 is provided with a clamping groove 21, the inner surface of the clamping groove 21 is clamped with the outer surface of the fixed sleeve 7, and the inner size of the clamping groove 21 is matched with the outer size of the fixed sleeve 7.
The inner surface of the clamping groove 21 is fixedly connected with a clamping column 22, the outer surface of the clamping column 22 is clamped with the inner surface of the fixed sleeve 7, and the outer size of the clamping column 22 is matched with the inner size of the fixed sleeve 7.
An inner cavity 23 is formed in the abutting plate 2, the inner cavity 23 is convenient for forming a concrete slab, and a through pouring gate 24 is formed in the inner surface of the inner cavity 23.
The inner surface of the pouring opening 24 is fixedly connected with a connecting rod 25, the bottom of the connecting rod 25 is provided with a connecting strip so as to be convenient for the connection of the connecting rod 25 and the inner wall of the pouring opening 24, and the top of the connecting rod 25 is fixedly connected with a lifting ring 26.
And those not described in detail in this specification are well within the skill of the art.
During operation, firstly, the tower crane foundation 1 is installed in a preset installation area, then a pit matched with the abutting plate 2 is dug on the ground of the side edge of the tower crane foundation 1, then the abutting plate 2 is placed inside the pit, the connecting plate 3 is in contact with the side edge of the tower crane foundation 1, then the expansion bolt 4 is sequentially inserted into the connecting plate 3 and the tower crane foundation 1, and the expansion end of the expansion bolt is expanded, so that the expansion bolt 4 is fixedly connected with the tower crane foundation 1, then the expansion bolt 4 is in threaded connection with the nut 5, the connecting plate 3 is stably connected with the tower crane foundation 1, then the I-shaped steel 6 is clamped with the clamping groove 21 and the clamping column 22 through the fixing sleeve 7 and is placed above the abutting plate 2, then the reinforcing steel bars 9 are sequentially inserted into the connecting sleeve 8, the connecting plate 3 and the tower crane foundation 1, so that the I-shaped steel 6 supports the tower crane foundation 1, then concrete is poured into the inner cavity 23 through the pouring port 24, a concrete slab is formed after the concrete is solidified, thereby the gravity and the flatness of the abutting plate 2 and the connecting rod 1 are enhanced, so that the tower crane foundation 1 can be conveniently detached again, and the lifting ring 26 and the concrete slab can be conveniently carried out.
It should be noted that, in this document, relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a tower crane basis differential settlement reinforcing apparatus, includes tower crane basis (1), its characterized in that: the outside of tower crane basis (1) is provided with prevents sinking the mechanism, prevent sinking the mechanism and include to board (2), top fixedly connected with link plate (3) of board (2), the surface of link plate (3) and the surface swing joint of tower crane basis (1), the inside of link plate (3) is run through swing joint has expansion bolt (4), the surface of expansion bolt (4) and the inside of tower crane basis (1) are run through fixed connection, the surface screw thread of expansion bolt (4) is connected with nut (5), the surface of nut (5) and the surface looks joint of link plate (3), the top swing joint of link plate (2) has I-steel (6), the inside of I-steel (6) is run through fixedly connected with and is set (7) admittedly, the surface fixedly connected with of set (7) even cover (8), the internal surface swing joint that even overlaps (8) has reinforcing bar (9), the surface of reinforcing bar (9) runs through swing joint with the inside of link plate (3) and tower crane basis (1) respectively.
2. The uneven settlement reinforcing device for the tower crane foundation as claimed in claim 1, wherein: the top of the abutting plate (2) is provided with a clamping groove (21), and the inner surface of the clamping groove (21) is clamped with the outer surface of the fixed sleeve (7).
3. The uneven settlement reinforcing device for the tower crane foundation as claimed in claim 2, wherein: the inner surface of the clamping groove (21) is fixedly connected with a clamping column (22), and the outer surface of the clamping column (22) is clamped with the inner surface of the fixed sleeve (7).
4. The uneven settlement reinforcing device for the tower crane foundation as claimed in claim 1, wherein: an inner cavity (23) is formed in the abutting plate (2), and a through pouring port (24) is formed in the inner surface of the inner cavity (23).
5. The uneven settlement reinforcing device for the tower crane foundation as claimed in claim 4, wherein: the inner surface of the pouring gate (24) is fixedly connected with a connecting rod (25), and the top of the connecting rod (25) is fixedly connected with a hanging ring (26).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222336911.4U CN218521861U (en) | 2022-09-02 | 2022-09-02 | Tower crane foundation differential settlement reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222336911.4U CN218521861U (en) | 2022-09-02 | 2022-09-02 | Tower crane foundation differential settlement reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218521861U true CN218521861U (en) | 2023-02-24 |
Family
ID=85243363
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222336911.4U Active CN218521861U (en) | 2022-09-02 | 2022-09-02 | Tower crane foundation differential settlement reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218521861U (en) |
-
2022
- 2022-09-02 CN CN202222336911.4U patent/CN218521861U/en active Active
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