CN220847674U - Deep water tower crane foundation structure - Google Patents
Deep water tower crane foundation structure Download PDFInfo
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- CN220847674U CN220847674U CN202322506923.1U CN202322506923U CN220847674U CN 220847674 U CN220847674 U CN 220847674U CN 202322506923 U CN202322506923 U CN 202322506923U CN 220847674 U CN220847674 U CN 220847674U
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- tower crane
- steel
- crane foundation
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 82
- 239000010959 steel Substances 0.000 claims abstract description 82
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 20
- 238000006243 chemical reaction Methods 0.000 claims abstract description 15
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 8
- 210000001624 hip Anatomy 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 2
- 230000011218 segmentation Effects 0.000 description 6
- 238000003466 welding Methods 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 230000007704 transition Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 210000000078 claw Anatomy 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000001808 coupling effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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Abstract
The utility model discloses a deep water tower crane foundation structure which comprises a plurality of groups of steel pipe piles, wherein the steel pipe pile waists are connected through a channel steel connecting system, pile caps are arranged on the steel pipe piles, tower crane foundation beams are arranged on the pile caps, two groups of tower crane foundation section conversion seats are symmetrically arranged on the tower crane foundation beams, tower crane foundation sections are arranged on the tower crane foundation section conversion seats, and the tower crane foundation sections are connected with the tower crane foundation section conversion seats through reinforcing bolts. According to the utility model, through the foundation form of the combination of the steel pipe pile and the section steel, through mechanical calculation, the structural design that the bearing capacity, the pulling resistance and the overall stability of the tower crane under various working conditions meet the design requirements is simulated, so that the construction cost of the foundation of the tower crane in water is effectively reduced, the construction work efficiency is improved, and the foundation of the tower crane is recycled; has the advantages of simple installation, high efficiency and economy.
Description
Technical Field
The utility model relates to the technical field of building construction hoisting equipment, in particular to a deep water tower crane foundation structure.
Background
The tower crane is arranged in water areas such as rivers, lakes and the like, the traditional technology generally utilizes a bearing platform of a main structure or an independent concrete filling pile and a concrete bearing platform as tower crane foundation forms, and for some water tower cranes for hoisting light components, the traditional tower crane foundation is adopted to build a steel platform construction pile foundation, and then the steel platform construction bearing platform foundation is dismantled, so that the problems of complex construction procedures, long construction period, high cost, difficult later dismantling and the like exist.
For this purpose, we propose a deep water tower crane foundation structure to solve the above problems.
Disclosure of utility model
The utility model aims to provide a deep water tower crane foundation structure, which abandons the traditional form of a concrete filling pile and a reinforced concrete bearing platform, adopts the basic form of steel pipe pile and section steel combination, and simulates the structural design that the bearing capacity, the pulling resistance and the overall stability of the tower crane under various working conditions meet the design requirements through mechanical calculation.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
The utility model provides a deep water tower crane foundation structure, includes a plurality of steel-pipe piles of group, connects through the channel-section steel connection system between a plurality of steel-pipe pile waist of group, install the pile cap on the steel-pipe pile, be provided with tower crane foundation bed beam above the pile cap, the symmetry is provided with two sets of tower crane foundation festival conversion seat on the tower crane foundation bed beam, installs tower crane foundation festival on the tower crane foundation festival conversion seat, tower crane foundation festival is connected with tower crane foundation festival conversion seat through reinforcing bolt.
In a further embodiment, the channel steel connection system comprises a plurality of channel steel, and every two adjacent steel pipe piles are connected through the channel steel.
In a further embodiment, the cover plate and the plurality of rib plates are arranged in a claw-shaped annular array at the bottom of the cover plate, and the plurality of rib plates are gripped at the upper end part of the steel pipe pile.
In a further embodiment, the tower crane foundation bolster includes a long bolster and two end section bolsters, the two end section bolsters are on the same slope, the long bolster and the section bolsters form a cross shape, the long bolster separates the two end section bolsters, and the section bolsters and the long bolster are welded by a first reinforcing rib plate and a second reinforcing rib plate.
In a further embodiment, the long bolster includes first and second work steels, the first and second work steels being side by side together, the faces of the first and second work steels facing away from each other each welded with a first reinforcing steel plate.
In a further embodiment, the segmented bolster includes a third work steel and a fourth work steel, the third work steel and the fourth work steel are arranged side by side, and a second reinforcing steel plate is welded to the surfaces of the third work steel and the fourth work steel facing away from each other.
In a further embodiment, the tower crane foundation section conversion seat comprises a base plate, a connecting rib plate arranged at the bottom of the base plate and a bolt hole formed in the base plate.
In a further embodiment, the connecting rib plate comprises a long connecting plate, a sectional connecting plate and a reinforcing connecting plate, wherein the long connecting plate and the sectional connecting plate are in a cross shape, and the long connecting plate and the sectional connecting plate are welded with the base plate through the reinforcing connecting plate.
Compared with the prior art, the utility model has the beneficial effects that:
Through the basic form of the combination of the steel pipe pile and the section steel, the structural design that the bearing capacity, the pulling resistance and the overall stability of the tower crane under various working conditions meet the design requirements is simulated through mechanical calculation, so that the construction cost of the foundation of the tower crane in water is effectively reduced, the construction work efficiency is improved, and the foundation of the tower crane is recycled; has the advantages of simple installation, high efficiency and economy.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
Fig. 2 is a plan view of a structure of a connection structure between steel pipe piles according to the present utility model;
FIG. 3 is a top view of the basic bolster structure of the present utility model;
Fig. 4 is a structural cross-sectional view of the basic long bolster 1 of the present utility model;
FIG. 5 is a cross-sectional view of the structure of the foundation section bolster 2 of the present utility model;
FIG. 6 is a top view of a tower crane foundation section transition piece structure of the present utility model;
fig. 7 is a cross-sectional view of a tower crane foundation section transition piece structure of the present utility model.
In the figure: 1. a steel pipe pile; 2. a channel steel connection system; 3. a pile cap; 31. a cover plate; 32. rib plates; 4. a bolster; 41. a long bolster; 411. a first work steel; 412. a second work steel; 413. reinforcing a first steel plate; 42. a segmented bolster; 421. a third work steel; 422. fourth work steel; 423. reinforcing a second steel plate; 43. a first strong rib plate; 44. reinforcing rib plates II; 5. a tower crane foundation section conversion seat; 51. a base plate; 52. connecting rib plates; 521. a long connecting plate; 522. a sectional connecting plate; 523. reinforcing the connecting plate; 53. bolt holes; 6. reinforcing the connecting bolt; 7. and (5) a tower crane foundation section.
Detailed Description
In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art in a specific case.
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-7, a deep water tower crane foundation structure includes a plurality of groups of steel pipe piles 1, wherein the inner four groups and the outer four groups are not arranged, the inner four groups and the outer four groups are distributed at four corners of a rectangle, the waists of the plurality of groups of steel pipe piles 1 are connected through a channel steel connection system 2, the channel steel connection system 2 comprises a plurality of channel steels, every two adjacent steel pipe piles 1 are connected through channel steels, the steel pipe piles 1 of the outer four groups are sequentially connected through channel steels to form a rectangle, the steel pipe piles 1 of the inner four groups are also connected through channel steels, pile caps 3 are installed on the steel pipe piles 1 after connection, tower crane foundation beams 4 are arranged on the pile caps 3, two groups of tower crane foundation section conversion seats 5 are symmetrically arranged on the tower crane foundation beams 4, the tower crane foundation sections 7 are connected with a tower crane foundation section conversion seat 5 through reinforcing bolts 6, and the steel pipe piles 1+ are connected through channel steels, and the design of the overall structural stability and the structural stability requirements of the structural design and the structural stability of the structural design of the whole steel are met.
Wherein pile cap 3 includes apron 31 and a plurality of floor 32, floor 32 is claw form annular array in the bottom of apron 31, a plurality of floor 32 is grasped in the upper end of steel-pipe pile 1, improve the fastening ability between the two, pile cap 3 plays a transitional coupling's effect, tower crane foundation bolster 4 includes a section long bolster 41 and both ends segmentation bolster 42, both ends segmentation bolster 42 are on same inclined line, long bolster 41 and segmentation bolster 42 form the cross, form a simple and easy intermediate bearing platform, long bolster 41 separates both ends segmentation bolster 42, and through first 43 and the welding of reinforcement floor second 44 of reinforcing floor between segmentation bolster 42 and the long bolster 41, and long bolster 41 includes first worker steel 411 and second worker steel 412, first worker steel 411 and second worker steel 412 are in the same place side by side, first worker steel 411 and second worker steel 412 face that deviate from each other all weld reinforcing steel plate 413, segmentation bolster 42 includes third worker steel 421 and fourth worker steel 422, third worker steel 421 and fourth worker steel 422 face that the mutual facing away from each other are the welding of steel plate 422, a plurality of mutual reinforcement steel plates 421 and second worker steel 422 have the welding of foundation bolster 4 to dismantle the period of time.
The tower crane foundation section conversion seat 5 comprises a base plate 51, a connecting rib plate 52 arranged at the bottom of the base plate 51 and a bolt hole 53 formed in the base plate 51, wherein the bolt hole 53 is used for installing a reinforcing bolt 6, the connecting rib plate 52 comprises a long connecting plate 521, a sectional connecting plate 522 and a reinforcing connecting plate 523, the long connecting plate 521 and the sectional connecting plate 522 form a cross shape, the long connecting plate 521 and the sectional connecting plate 522 are welded with the base plate 51 through the reinforcing connecting plate 523, and the whole body is formed after welding, so that the stability is higher.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (8)
1. The utility model provides a deep water tower crane foundation structure which characterized in that: including a plurality of steel-pipe piles (1), connect through channel-section steel connecting system (2) between a plurality of steel-pipe piles (1) waist, install pile cap (3) on steel-pipe piles (1), be provided with tower crane foundation bed beam (4) above pile cap (3), the symmetry is provided with two sets of tower crane foundation festival conversion seat (5) on tower crane foundation bed beam (4), installs tower crane foundation festival (7) on tower crane foundation festival conversion seat (5), tower crane foundation festival (7) are connected with tower crane foundation festival conversion seat (5) through stiffening bolt (6).
2. The deepwater tower crane foundation structure of claim 1, wherein: the channel steel connecting system (2) comprises a plurality of channel steels, and every two adjacent steel pipe piles (1) are connected through the channel steels.
3. The deepwater tower crane foundation structure of claim 1, wherein: the pile cap (3) comprises a cover plate (31) and a plurality of rib plates (32), wherein the rib plates (32) are arranged at the bottom of the cover plate (31) in a claw-shaped annular array, and the rib plates (32) are clamped at the upper end part of the steel pipe pile (1).
4. The deepwater tower crane foundation structure of claim 1, wherein: the tower crane foundation bolster (4) comprises a section of long bolster (41) and two ends of a section of segmented bolster (42), the two ends of the section of segmented bolster (42) are on the same inclined line, the section of long bolster (41) and the section of segmented bolster (42) form a cross shape, the section of segmented bolster (42) at two ends of the long bolster (41) are separated, and the section of segmented bolster (42) and the section of long bolster (41) are welded through a first reinforcing rib plate (43) and a second reinforcing rib plate (44).
5. The deepwater tower crane foundation structure of claim 4, wherein: the long bolster (41) comprises a first work steel (411) and a second work steel (412), the first work steel (411) and the second work steel (412) are arranged side by side, and one surface, facing away from each other, of the first work steel (411) and the second work steel (412) is welded with a first reinforced steel plate (413).
6. The deepwater tower crane foundation structure of claim 4, wherein: the segmented bolster (42) comprises a third work steel (421) and a fourth work steel (422), the third work steel (421) and the fourth work steel (422) are arranged side by side, and reinforcing steel plates II (423) are welded on the surfaces, facing away from each other, of the third work steel (421) and the fourth work steel (422).
7. The deepwater tower crane foundation structure of claim 1, wherein: the tower crane foundation section conversion seat (5) comprises a base plate (51), a connecting rib plate (52) arranged at the bottom of the base plate (51) and a bolt hole (53) formed in the base plate (51).
8. The deepwater tower crane foundation structure of claim 7, wherein: the connecting rib plate (52) comprises a long connecting plate (521), a sectional connecting plate (522) and a reinforcing connecting plate (523), wherein the long connecting plate (521) and the sectional connecting plate (522) form a cross shape, and the long connecting plate (521) and the sectional connecting plate (522) are welded with the base plate (51) through the reinforcing connecting plate (523).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322506923.1U CN220847674U (en) | 2023-09-14 | 2023-09-14 | Deep water tower crane foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322506923.1U CN220847674U (en) | 2023-09-14 | 2023-09-14 | Deep water tower crane foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220847674U true CN220847674U (en) | 2024-04-26 |
Family
ID=90741089
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322506923.1U Active CN220847674U (en) | 2023-09-14 | 2023-09-14 | Deep water tower crane foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220847674U (en) |
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2023
- 2023-09-14 CN CN202322506923.1U patent/CN220847674U/en active Active
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