CN214401875U - Socketed pile steel platform tower crane foundation structure - Google Patents
Socketed pile steel platform tower crane foundation structure Download PDFInfo
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- CN214401875U CN214401875U CN202120446037.2U CN202120446037U CN214401875U CN 214401875 U CN214401875 U CN 214401875U CN 202120446037 U CN202120446037 U CN 202120446037U CN 214401875 U CN214401875 U CN 214401875U
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Abstract
The utility model discloses an embedded rock pile steel platform tower crane foundation structure, which comprises an embedded rock pile, a column cap component, a beam component, a top beam component, a connecting rod and a connecting beam, wherein the top end of the embedded rock pile is fixedly connected with the center of the bottom end of the column cap component respectively; the cap subassembly includes limiting plate, gag lever post, stopper, roof and fixed block, the top of socketed pile respectively with the bottom fixed connection of the roof in the cap subassembly, the bottom four corners of roof respectively with the top fixed connection of limiting plate, one side in opposite directions of limiting plate respectively with socketed pile's side top four corners fixed connection, the device, through with socketed pile insert in soil, and then make the device be in stable state, install the tower machine in the device afterwards and use the tower machine, changed the mounting means of tower machine in the tradition, solved tower machine and bridge structure conflict and the difficult problem that the tower body soaks in water in the bridge construction, greatly strengthened suitability and security.
Description
Technical Field
The utility model relates to a tower machine accessory technical field specifically is an embedded rock pile steel platform tower machine foundation structure.
Background
With the enhancement of national infrastructure strength, the scale of various road and bridge constructions, particularly cross-sea bridges, is also increased. In the construction of a cross-sea bridge, a larger tower crane is generally used as a hoisting and transporting tool. Because the main bridge is generally positioned in rivers or seawater, the design of the tower crane foundation is extremely important. The construction experience in the past is that the main bridge pier is directly regarded as the tower crane foundation, but because the bridge structures are generally more special, often appear the problem of tower crane body and structure conflict easily, because some piers are highly short, appear the problem that the body of the tower soaks in water easily simultaneously, have very big potential safety hazard.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an embedded rock pile steel platform tower machine foundation structure to solve the problem that proposes among the above-mentioned background art.
In order to solve the technical problem, the utility model provides a following technical scheme: a socketed pile steel platform tower crane foundation structure comprises socketed piles, a column cap assembly, a cross beam assembly, a top beam assembly, a connecting rod and a connecting beam, wherein the top ends of the socketed piles are fixedly connected with the centers of the bottom ends of the column cap assembly respectively;
the top end of the rock-socketed pile is fixedly connected with the bottom end of the top plate in the column cap assembly respectively, four corners of the bottom end of the top plate are fixedly connected with the top end of the limiting plate respectively, one opposite side of the limiting plate is fixedly connected with four corners of the top end of the side face of the rock-socketed pile respectively, two sides of the center of the bottom end of the top plate are fixedly connected with the top end of the fixing block respectively, two ends of the fixing block are fixedly connected with two ends of the center of one opposite side of the limiting rod respectively, two ends of the center of one side, away from the fixing block, of the limiting rod are fixedly connected with one end of the limiting block respectively, and the top end of the top plate is fixedly connected with the bottom end of the beam assembly respectively;
the beam assembly comprises a supporting plate, a partition plate, a transverse plate, a first supporting block, a baffle and a baffle plate, wherein the top end of the top plate is fixedly connected with two sides of the center of the bottom end of the transverse plate in the beam assembly respectively;
the top beam assembly comprises side plates, a fixed plate, a connecting plate, a vertical plate, a sealing block and second supporting blocks, two sides of the top end of the supporting plate are fixedly connected with two sides of the bottom end of the connecting plate in the top beam assembly respectively, two sides of the top end of the connecting plate are welded with the bottom end of the side plates respectively, the top end of the side plate is welded with two sides of the bottom end of the fixed plate respectively, the center of the bottom end of the fixed plate and the center of the top end of the connecting plate are welded with two sides of the vertical plate respectively, two ends of one side of the side plate opposite to each other are welded with one side of the sealing block respectively, the other side of the sealing block is welded with two ends of the center of two sides of the vertical plate respectively, the bottom end of the sealing block is welded with two sides of the top end of the connecting plate respectively, and the bottom end of the fixed plate is welded with the top ends of the plurality of the second supporting blocks corresponding to each other uniformly, the bottom end of the second supporting block is uniformly welded at the top end of the connecting plate.
Furthermore, the top of fixed block, stopper and gag lever post is evenly welded with the bottom of roof respectively, the rock-socketed pile is seted up flutedly with the junction of gag lever post, stopper and fixed block respectively.
Furthermore, a plurality of first supporting blocks which correspond to each other are uniformly welded at the top end of the transverse plate, and the top ends of the first supporting blocks are uniformly welded with the bottom ends of the supporting plates respectively.
Furthermore, two ends of the center of one side of the beam assembly, which is opposite to the beam assembly, are fixedly connected with two ends of the connecting beam respectively, and the connecting beam is welded on the partition plate.
Furthermore, two ends of one opposite side of the top beam assembly are respectively welded with two ends of the connecting rod, and the connecting rod is welded on the side plate.
Compared with the prior art, the utility model discloses the beneficial effect who reaches is: the utility model discloses a, during the rock-socketed pile inserts soil, set up the tower machine subsequently and use on the device, solve tower machine and bridge structure conflict and the body of the tower soaks the difficult problem in water in bridge construction in the past, improved the security of tower machine and be applicable to the design of each type of bridge construction tower machine basis, greatly strengthened suitability and security.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a top view of the overall structure of the present invention;
FIG. 3 is a top cross-sectional view of the overall structure of the middle cross member assembly of the present invention;
fig. 4 is a bottom view of the overall structure of the center pillar cap assembly of the present invention;
in the figure: 1. embedding a rock pile; 2. a cap assembly; 3. a beam assembly; 4. a top beam assembly; 5. a connecting rod; 6. a connecting beam; 201. a limiting plate; 202. a limiting rod; 203. a limiting block; 204. a top plate; 205. a fixed block; 301. a support plate; 302. a partition plate; 303. a transverse plate; 304. a first support block; 305. a baffle plate; 306. a baffle plate; 401. a side plate; 402. a fixing plate; 403. a connecting plate; 404. a vertical plate; 405. a sealing block; 406. a second support block.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying 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. 1-4, the present invention provides a technical solution: a socketed pile steel platform tower crane foundation structure comprises a socketed pile 1, a column cap component 2, a cross beam component 3, a top beam component 4, a connecting rod 5 and a connecting beam 6, wherein the top end of the socketed pile 1 is fixedly connected with the center of the bottom end of the column cap component 2 respectively;
the column cap component 2 comprises a limiting plate 201, a limiting rod 202, a limiting block 203, a top plate 204 and a fixing block 205, the top end of the rock-embedded pile 1 is respectively and fixedly connected with the bottom end of the top plate 204 in the column cap component 2, the four corners of the bottom end of the top plate 204 are respectively and fixedly connected with the top end of the limiting plate 201, the opposite side of the limiting plate 201 is respectively and fixedly connected with the four corners of the top end of the side surface of the rock-embedded pile 1, the two sides of the center of the bottom end of the top plate 204 are respectively and fixedly connected with the top end of the fixing block 205, the two ends of the fixing block 205 are respectively and fixedly connected with the two ends of the center of the opposite side of the limiting rod 202, the two ends of the side of the limiting rod 202 far away from the fixing block 205 are respectively and fixedly connected with one end of the limiting block 203, the top ends of the fixing block 205, the limiting block 203 and the limiting rod 202 are respectively and the bottom end of the top plate 204 are uniformly welded, and the rock-embedded pile 1 is respectively provided with the connecting positions of the limiting rod 202, the limiting block 203 and the fixing block 205 with grooves, the installation of the limiting rod 202, the limiting block 203 and the fixing block 205 is facilitated, and the top end of the top plate 204 is fixedly connected with the bottom end of the beam assembly 3 respectively;
the beam assembly 3 comprises a supporting plate 301, a separating plate 302, a transverse plate 303, a first supporting block 304, a baffle 305 and a baffle plate 306, the top end of the top plate 204 is respectively fixedly connected with two sides of the bottom center of the transverse plate 303 in the beam assembly 3, the top end of the transverse plate 303 is respectively fixedly connected with the bottom end of the separating plate 302, the top end of the transverse plate 303 is respectively fixedly connected with two sides of the bottom end of the supporting plate 301, the bottom end of the supporting plate 301 and the top center of the transverse plate 303 are respectively fixedly connected with two sides of the baffle plate 306, a plurality of first supporting blocks 304 which correspond to each other are uniformly welded on the top end of the transverse plate 303, the top ends of the first supporting blocks 304 are respectively uniformly welded with the bottom end of the supporting plate 301, the strength of the device is favorably improved, two ends of the two sides of the baffle plate 306 are respectively fixedly connected with one side of the baffle 305, and the other side of the baffle plate 305 is respectively fixedly connected with two ends of one side of the separating plate 302 close to the first supporting blocks 304, the two ends of the center of one side, opposite to the cross beam assembly 3, of the cross beam assembly are fixedly connected with the two ends of the connecting beam 6 respectively, the connecting beam 6 is welded on the partition plate 302, the stability of the device is improved, and the two sides of the top end of the supporting plate 301 are fixedly connected with the two sides of the center of the bottom end of the top beam assembly 4 respectively;
the top beam assembly 4 comprises a side plate 401, a fixing plate 402, a connecting plate 403, a vertical plate 404, a sealing block 405 and a second supporting block 406, two sides of the top end of the supporting plate 301 are respectively and fixedly connected with two sides of the bottom end of the connecting plate 403 in the top beam assembly 4, two sides of the top end of the connecting plate 403 are respectively welded with the bottom end of the side plate 401, the top end of the side plate 401 is respectively welded with two sides of the bottom end of the fixing plate 402, the center of the bottom end of the fixing plate 402 and the center of the top end of the connecting plate 403 are respectively welded with two sides of the vertical plate 404, two ends of one side of the side plate 401 facing each other are respectively welded with one side of the sealing block 405, the other side of the sealing block 405 is respectively welded with two ends of the center of two sides of the vertical plate 404, the bottom end of the sealing block 405 is respectively welded with two sides of the top end of the connecting plate 402, the bottom end of the fixing plate 402 is uniformly welded with the top ends of the plurality of the second supporting blocks 406 corresponding to each other, the bottom ends of the second supporting blocks 406 are uniformly welded at the top ends of the connecting plates 403, two ends of the opposite side of the top beam assembly 4 are respectively welded with two ends of the connecting rod 5, and the connecting rod 5 is welded on the side plate 401; when the device is used, the rock-socketed pile 1 is embedded in soil, so that the rock-socketed pile 1 becomes a lower support, the soil penetration depth of the rock-socketed pile 1 needs to be ensured during construction, and meanwhile, the distance between the top end of the fixing plate 402 and the horizontal plane is designed according to the height of the water surface, so that the problem that a tower body is soaked in water is avoided; all set up a cap subassembly 2 on the top of every socketed pile 1, weld crossbeam subassembly 3 on cap subassembly 2 afterwards, weld back timber subassembly 4 on crossbeam subassembly 3 afterwards, and the distance between two roof timber subassemblies 4 that correspond each other is adjusted according to basic festival size, welds connecting rod 5 on back timber subassembly 4 afterwards, and the welding of tie-beam 6 is on crossbeam subassembly 3, can be with the tower machine setting on the device afterwards can.
It is noted that, herein, relational terms such as first and second, and the like may be 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.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. The utility model provides an embedded rock pile steel platform tower machine foundation structure, includes embedded rock pile (1), cap subassembly (2), beam assembly (3), back timber subassembly (4), connecting rod (5) and tie-beam (6), its characterized in that: the top end of the rock-socketed pile (1) is fixedly connected with the center of the bottom end of the column cap component (2) respectively;
the column cap component (2) comprises a limit plate (201), a limit rod (202), a limit block (203), a top plate (204) and a fixed block (205), the top end of the socketed pile (1) is respectively fixedly connected with the bottom end of a top plate (204) in the column cap component (2), four corners of the bottom end of the top plate (204) are respectively fixedly connected with the top end of the limit plate (201), one opposite side of the limiting plate (201) is respectively fixedly connected with four corners of the top end of the side surface of the rock-socketed pile (1), the two sides of the center of the bottom end of the top plate (204) are respectively fixedly connected with the top end of the fixed block (205), two ends of the fixing block (205) are respectively fixedly connected with two ends of the center of one side of the limiting rod (202) which is opposite to the fixing block, two ends of the center of one side of the limiting rod (202) far away from the fixed block (205) are respectively fixedly connected with one end of the limiting block (203), the top ends of the top plates (204) are respectively fixedly connected with the bottom ends of the beam assemblies (3);
the beam assembly (3) comprises a supporting plate (301), a separating plate (302), a transverse plate (303), a first supporting block (304), a baffle plate (305) and a baffle plate (306), the top end of the top plate (204) is fixedly connected with two sides of the bottom center of the transverse plate (303) in the beam assembly (3) respectively, the top end of the transverse plate (303) is connected with the bottom end of the separating plate (302) respectively, the top end of the transverse plate (303) is fixedly connected with two sides of the bottom end of the supporting plate (301) respectively, the bottom end of the supporting plate (301) and the top center of the transverse plate (303) are fixedly connected with two sides of the baffle plate (306) respectively, two ends of the center of two sides of the baffle plate (306) are fixedly connected with one side of the baffle plate (305) respectively, the other side of the baffle plate (305) is fixedly connected with two ends of one side of the separating plate (302) close to the first supporting block (304) respectively, two sides of the top end of the supporting plate (301) are fixedly connected with two sides of the center of the bottom end of the top beam assembly (4) respectively;
the top beam assembly (4) comprises side plates (401), a fixing plate (402), a connecting plate (403), a vertical plate (404), a sealing block (405) and a second supporting block (406), two sides of the top end of the supporting plate (301) are fixedly connected with two sides of the bottom end of the connecting plate (403) in the top beam assembly (4) respectively, two sides of the top end of the connecting plate (403) are welded with the bottom end of the side plates (401) respectively, the top end of the side plates (401) are welded with two sides of the bottom end of the fixing plate (402) respectively, the center of the bottom end of the fixing plate (402) and the center of the top end of the connecting plate (403) are welded with two sides of the vertical plate (404) respectively, two ends of one side of the side plates (401) opposite to each other are welded with one side of the sealing block (405) respectively, the other side of the sealing block (405) is welded with two ends of the center of two sides of the vertical plate (404) respectively, and the bottom end of the sealing block (405) is welded with two sides of the top end of the connecting plate (403), the top ends of the sealing blocks (405) are respectively welded with two sides of the bottom end of the fixing plate (402), the bottom end of the fixing plate (402) is uniformly welded with the top ends of a plurality of second supporting blocks (406) corresponding to each other, and the bottom ends of the second supporting blocks (406) are uniformly welded on the top end of the connecting plate (403).
2. The socketed pile steel platform tower crane foundation structure of claim 1, wherein: the top of fixed block (205), stopper (203) and gag lever post (202) respectively with the bottom of roof (204) evenly weld, the embedded rock pile (1) is seted up flutedly with the junction of gag lever post (202), stopper (203) and fixed block (205) respectively.
3. The socketed pile steel platform tower crane foundation structure of claim 1, wherein: the top end of the transverse plate (303) is uniformly welded with a plurality of first supporting blocks (304) which correspond to each other, and the top ends of the first supporting blocks (304) are uniformly welded with the bottom ends of the supporting plates (301) respectively.
4. The socketed pile steel platform tower crane foundation structure of claim 1, wherein: the two ends of the center of one side, opposite to each other, of the beam assembly (3) are fixedly connected with the two ends of the connecting beam (6) respectively, and the connecting beam (6) is welded on the partition plate (302).
5. The socketed pile steel platform tower crane foundation structure of claim 1, wherein: two ends of one opposite side of the top beam assembly (4) are respectively welded with two ends of the connecting rod (5), and the connecting rod (5) is welded on the side plate (401).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120446037.2U CN214401875U (en) | 2021-03-02 | 2021-03-02 | Socketed pile steel platform tower crane foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120446037.2U CN214401875U (en) | 2021-03-02 | 2021-03-02 | Socketed pile steel platform tower crane foundation structure |
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| Publication Number | Publication Date |
|---|---|
| CN214401875U true CN214401875U (en) | 2021-10-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202120446037.2U Active CN214401875U (en) | 2021-03-02 | 2021-03-02 | Socketed pile steel platform tower crane foundation structure |
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- 2021-03-02 CN CN202120446037.2U patent/CN214401875U/en active Active
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