CN216515705U - Anti-leakage structure of tower crane foundation - Google Patents
Anti-leakage structure of tower crane foundation Download PDFInfo
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- CN216515705U CN216515705U CN202121955228.8U CN202121955228U CN216515705U CN 216515705 U CN216515705 U CN 216515705U CN 202121955228 U CN202121955228 U CN 202121955228U CN 216515705 U CN216515705 U CN 216515705U
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Abstract
The utility model discloses an anti-leakage structure of a tower crane foundation, which comprises a foundation pit and a tower crane, wherein a waterproof layer is arranged in the foundation pit, a concrete seat is arranged on one side of the waterproof layer, a waterproof protective layer is arranged on one side of the concrete seat, a concrete layer is arranged on the side, away from the concrete seat, of the waterproof protective layer, a tower crane is arranged at the upper end of the concrete layer, a tower crane foundation layer is arranged on the tower crane, a waterproof reinforcing layer is arranged outside the tower crane foundation layer, waterproof boards are arranged on two sides of the tower crane, anti-leakage layers are arranged at joints of the concrete seat, the waterproof protective layer and the concrete layer, a waterproof backing plate is arranged at the joints of the foundation pit, the waterproof layer and the concrete seat, a foundation layer is arranged on one side of the waterproof backing plate, and the waterproof property of the tower crane foundation is enhanced through the arrangement of the waterproof protective layer, the concrete layer, the tower crane foundation layer and other structures, the construction is easy, and the practicability is strong.
Description
Technical Field
The utility model belongs to the technical field related to an anti-leakage structure of a tower crane foundation, and particularly relates to an anti-leakage structure of a tower crane foundation.
Background
The tower crane is the most common hoisting equipment on the construction site, also known as a tower crane, and is used for hoisting construction raw materials such as reinforcing steel bars, wood ridges, concrete, steel pipes and the like for construction by virtue of section-by-section extension (height) (referred to as a standard section for short), the tower crane is indispensable equipment on the construction site, and an anti-leakage structure needs to be arranged on a foundation layer of the tower crane.
The anti-leakage structure technology of the existing tower crane foundation has the following problems: according to the existing anti-leakage structure of the tower crane foundation, because the tower crane foundation cannot be sealed and waterproof, underground water and external water can corrode the tower crane foundation along a gap.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an anti-seepage structure of a tower crane foundation, which aims to solve the problem that the tower crane foundation cannot be sealed and waterproof, and underground water and external water possibly corrode the tower crane foundation along gaps in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides an antiseep structure of tower crane foundation, includes foundation ditch and tower crane, the inside waterproof layer that is provided with of foundation ditch, waterproof layer one side is provided with the concrete seat, concrete seat one side is provided with the water proof coating, the water proof coating is kept away from concrete seat one side and is provided with concrete layer, the concrete layer upper end is provided with the tower crane, be provided with the tower crane foundation layer on the tower crane, tower crane foundation layer outside is provided with the waterproof enhancement layer, the tower crane both sides are provided with the waterproof board, the seam crossing of concrete seat, water proof coating, concrete layer is provided with the prevention of seepage layer, the seam crossing of foundation ditch, waterproof layer, concrete seat is provided with waterproof backing plate, waterproof backing plate one side is provided with the foundation layer.
Preferably, the waterproof layer is arranged between the foundation pit and the concrete seat, and the waterproof layer can be made of waterproof glue or asphalt waterproof materials.
Preferably, the concrete seat and the concrete layer are made of the same material.
Preferably, the waterproof protective layer wraps the outer wall of the concrete layer completely, and the concrete seat and the concrete layer compress the waterproof protective layer.
Preferably, the surface of the waterproof board is coated with corrosion-resistant coating, and the waterproof board is hard in structure.
Preferably, the size of the base layer is larger than the size of the waterproof gasket.
Compared with the prior art, the utility model provides the related technical field of a leakage structure, in particular to the leakage structure of a tower crane foundation, which has the following beneficial effects:
1. according to the utility model, through the matching of the concrete seat, the waterproof protective layer and the concrete layer, and the concrete seat and the concrete layer tightly press the waterproof protective layer, the waterproof performance of the concrete seat is enhanced, and the damage of underground water to the tower crane foundation is reduced.
2. According to the utility model, through the matching of the waterproof plate and the anti-seepage layer, the damage of external water to the tower crane foundation is reduced, the concrete seat, the waterproof protective layer and the concrete layer are effectively sealed by the anti-seepage layer, and the sealing performance of the anti-seepage layer can be effectively protected by shielding of the waterproof plate.
3. According to the utility model, through the matching of the tower crane foundation layer and the waterproof enhancement layer, effective waterproofing can be carried out from the tower crane foundation, and the waterproof effect is further enhanced.
By arranging the waterproof protective layer, the concrete layer, the tower crane foundation layer, the waterproof reinforcing layer, the waterproof board, the impermeable layer, the waterproof cushion plate, the foundation layer and other structures, the problem that the tower crane foundation can not be sealed and waterproof, and the erosion of underground water and outside water to the tower crane foundation along the gap is effectively solved, the waterproof layer is arranged inside the foundation pit, the concrete seat is arranged on one side of the waterproof layer, the waterproof protective layer is arranged on one side of the concrete seat, the concrete layer is arranged on one side of the waterproof protective layer away from the concrete seat, the waterproof board is arranged on two sides of the tower crane, the impermeable layer is arranged at the joint of the concrete seat, the waterproof protective layer and the concrete layer, the waterproof cushion plate is arranged at the joint of the foundation pit, the waterproof layer and the concrete seat, the foundation layer is arranged on one side of the waterproof cushion plate, the waterproof protective layer is pressed by the concrete seat and the concrete layer, and the waterproof performance of the concrete seat is enhanced, reduce groundwater to the destruction of tower crane foundation, the cooperation of waterproof board, prevention of seepage permeable stratum reduces the destruction of external water to the tower crane foundation, and the prevention of seepage permeable stratum is effectively sealed concrete seat, water protection layer, concrete layer, and shelters from through the waterproof board, can effectively protect the leakproofness of prevention of seepage permeable stratum.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model without limiting the utility model in which:
FIG. 1 is a schematic view of an overall structure according to the present invention;
FIG. 2 is a schematic structural view of a connection mode of a tower crane foundation layer and a waterproof enhancement layer provided by the utility model;
in the figure: 1. a foundation pit; 2. a waterproof layer; 3. a concrete seat; 4. a waterproof protective layer; 5. a concrete layer; 6. tower crane; 7. a tower crane foundation layer; 8. a waterproof reinforcing layer; 9. a waterproof sheet; 10. An anti-permeation layer; 11. a waterproof backing plate; 12. a base layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", "one end", "the other end", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, and for example, "connected" may be a fixed connection, a detachable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example one
Referring to fig. 1 and fig. 2, the present invention provides a technical solution: an anti-leakage structure of a tower crane foundation comprises a foundation pit 1 and a tower crane 6, wherein a waterproof layer 2 is arranged inside the foundation pit 1, a concrete base 3 is arranged on one side of the waterproof layer 2, a waterproof protective layer 4 is arranged on one side of the concrete base 3, a concrete layer 5 is arranged on one side of the waterproof protective layer 4, which is far away from the concrete base 3, a tower crane 6 is arranged at the upper end of the concrete layer 5, a tower crane foundation layer 7 is arranged on the tower crane 6, a waterproof reinforcing layer 8 is arranged outside the tower crane foundation layer 7, waterproof boards 9 are arranged on two sides of the tower crane 6, an anti-seepage layer 10 is arranged at the joint of the concrete base 3, the waterproof protective layer 4 and the concrete layer 5, a waterproof backing plate 11 is arranged at the joint of the foundation pit 1, the waterproof layer 2 and the concrete base 3, a foundation layer 12 is arranged on one side of the waterproof backing plate 11, the concrete base 3 and the concrete layer 5 compress the waterproof protective layer 4, so that the waterproof performance of the concrete base 3 is enhanced, reduce groundwater to the destruction of tower crane foundation, the cooperation of waterproof board 9, prevention of seepage permeable coating 10 reduces the destruction of external water to the tower crane foundation, and prevention of seepage permeable coating 10 effectively seals concrete seat 3, water protection layer 4, concrete layer 5, and shelters from through waterproof board 9, can effectively protect the leakproofness of prevention of seepage permeable coating 10.
Example two
Referring to fig. 1 and fig. 2, the present invention provides a technical solution: the utility model provides a tower crane foundation's antiseep structure, waterproof layer 2 sets up between foundation ditch 1 and concrete seat 3, can be for the waterproof glue or be pitch waterproof material on the waterproof layer 2, concrete seat 3 is the same with 5 materials on the concrete layer, 5 outer walls on waterproof layer 4 complete parcel concrete layer, concrete seat 3 compresses tightly waterproof layer 4 with concrete layer 5, 9 surfaces on the waterproof board scribble corrosion resistant coating, 9 structures on the waterproof board are harder, the size of foundation layer 12 is greater than the size of waterproof backing plate 11.
The working principle and the using process of the utility model are as follows: after the tower crane foundation is installed, whether each structure is installed and fastened or not is checked, whether potential safety hazards exist or not is judged, during construction, the waterproof layer 2 is laid on the inner wall of the foundation pit 1, waterproof treatment is conducted on the foundation pit 1, then the mixed concrete base 3 is arranged on one side of the waterproof layer 2, in order to enhance the waterproofness of the concrete base 3, the waterproof protective layer 4 is arranged on one side of the concrete base 3, then the concrete layer 5 is poured on one side of the waterproof protective layer 4, the concrete layer 5 is built in the concrete layer 5, the waterproof protective layer 4 is tightly pressed on the concrete base 3 and the concrete layer 5, damage of underground water to the tower crane foundation is reduced, the waterproof enhancement layer 8 is arranged outside the tower crane foundation 7, and the tower crane foundation layer 7 and the waterproof enhancement layer 8 are matched with each other, so that effective waterproofing can be conducted from the tower crane foundation, and the waterproof effect is further enhanced.
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 utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides an antiseep structure of tower crane foundation, includes foundation ditch (1) and tower crane (6), its characterized in that: a waterproof layer (2) is arranged in the foundation pit (1), a concrete seat (3) is arranged on one side of the waterproof layer (2), a waterproof protective layer (4) is arranged on one side of the concrete seat (3), a concrete layer (5) is arranged on one side of the waterproof protective layer (4) far away from the concrete seat (3), a tower crane (6) is arranged at the upper end of the concrete layer (5), a tower crane foundation layer (7) is arranged on the tower crane (6), a waterproof enhancement layer (8) is arranged outside the tower crane foundation layer (7), waterproof boards (9) are arranged on two sides of the tower crane (6), the joint of the concrete seat (3), the waterproof protective layer (4) and the concrete layer (5) is provided with an impermeable layer (10), the waterproof foundation pit is characterized in that waterproof backing plates (11) are arranged at the joints of the foundation pit (1), the waterproof layer (2) and the concrete seat (3), and a foundation layer (12) is arranged on one side of each waterproof backing plate (11).
2. The anti-leakage structure of the tower crane foundation of claim 1, wherein: the waterproof layer (2) is arranged between the foundation pit (1) and the concrete seat (3), and the waterproof layer (2) can be made of waterproof glue or asphalt waterproof materials.
3. The anti-leakage structure of the tower crane foundation of claim 1, wherein: the concrete seat (3) and the concrete layer (5) are made of the same material.
4. The anti-leakage structure of the tower crane foundation of claim 1, wherein: waterproof layer (4) wraps up concrete layer (5) outer wall completely, concrete seat (3) and concrete layer (5) compress tightly waterproof layer (4).
5. The anti-leakage structure of the tower crane foundation of claim 1, wherein: the surface of the waterproof plate (9) is coated with corrosion-resistant paint, and the structure of the waterproof plate (9) is hard.
6. The anti-leakage structure of the tower crane foundation of claim 1, wherein: the size of the base layer (12) is larger than that of the waterproof backing plate (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121955228.8U CN216515705U (en) | 2021-08-19 | 2021-08-19 | Anti-leakage structure of tower crane foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121955228.8U CN216515705U (en) | 2021-08-19 | 2021-08-19 | Anti-leakage structure of tower crane foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216515705U true CN216515705U (en) | 2022-05-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121955228.8U Active CN216515705U (en) | 2021-08-19 | 2021-08-19 | Anti-leakage structure of tower crane foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216515705U (en) |
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2021
- 2021-08-19 CN CN202121955228.8U patent/CN216515705U/en active Active
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| GR01 | Patent grant | ||
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Effective date of registration: 20240117 Address after: 300461 Tianjin Binhai New Area Tianjin Pilot Free Trade Zone (Dongjiang Bonded Port Area), No. 6865 Asia Road, Financial and Trade Center North Zone 1-1-502-C Patentee after: Yuhong Daojia Technology Service Co.,Ltd. Address before: Room 111-91, building 3, No. 3068, West Ring Road, Gusu District, Suzhou, Jiangsu 215008 Patentee before: Dongfang Yuhong Construction Engineering Co.,Ltd. |