Tower crane base suitable for deep and thick silt stratum
By using positioning tubes and linkage components in the tower crane base, the adhesion depth and connection points between the base and the stratum are increased, solving the stability problem of the tower crane base in deep silt strata and achieving stable support for the tower crane base.
Patent Information
- Application Number
- CN202422939321.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-29
- Publication Date
- 2025-12-05
- Estimated Expiration
- 2034-11-29
Smart Images

Figure CN223633975U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model belongs to tower crane field especially is involved in a tower crane base adapting to deep silt stratum. BACKGROUND
[0002] In the installation scene of deep silt stratum, after the base concrete of tower crane is poured and poured, the mutual support between deep silt stratum and base is poor compared with hard stratum, but the depth of base is limited, and the area attached with deep stratum is limited, which is not conducive to stable support of tower crane. SUMMARY
[0003] Therefore, the utility model aims at providing a tower crane base adapting to deep silt stratum to solve the technical problem that the depth of base is limited, and the area attached with deep stratum is limited, which is not conducive to stable support of tower crane.
[0004] To achieve the above purpose, the technical scheme of the utility model is as follows:
[0005] A tower crane base adapting to deep silt stratum, comprising a mounting base, further comprising: a plurality of first positioning pipes, a plurality of first positioning pipes are arranged through the mounting base, and the top end is fixedly connected with a first flange plate; a plurality of second positioning pipes, a plurality of second positioning pipes are respectively inserted into a plurality of first positioning pipes, and the top is fixedly connected with a second flange plate, the bottom end of the second positioning pipe is symmetrically slidably inserted with two positioning claws; tower body, the tower body bottom is fixedly installed with a plurality of third flange plates, the third flange plate, second flange plate and first flange plate are fixed on the top of the mounting base through positioning bolts; linkage assembly, the linkage assembly is used in the process that the second positioning pipe is inserted into the first positioning pipe, and is moved to the two positioning claws below the first positioning pipe to move, so that the positioning claw extends from the bottom end of the first positioning pipe.
[0006] It should be understood that the mounting base can be cast in concrete in the pit foundation of the excavated stratum, the first positioning pipe can be extended from the bottom of the mounting base to the deep stratum, the first positioning pipe can be cast in concrete, thereby increasing the attachment depth between the bottom end of the mounting base and the stratum, which is conducive to maintaining the stability of the mounting base, so as to realize the penetration through the deep silt layer into the deep stratum;
[0007] After the second positioning pipe is inserted into the first positioning pipe, the length is further extended, and the second positioning pipe is inserted into the first positioning pipe, during the process of inserting the second positioning pipe into the first positioning pipe, the linkage assembly moves to the two positioning claws below the first positioning pipe to move, so that the positioning claws are extended from the bottom end of the first positioning pipe, the positioning claws are transversely moved and inserted into the deep stratum to further adhere, the deep stratum is further adhered while the length is further extended in the deep stratum, the stability of the installation base is further ensured, and then the tower body installed on the installation base is stably supported.
[0008] Further, the linkage assembly comprises two insertion grooves which are symmetrically arranged at the bottom end of the second positioning pipe, and the two positioning claws are slidably inserted into the insertion grooves; a moving piece which is provided with a connecting groove at the bottom end, and two symmetrically arranged inclined grooves are arranged in the connecting groove, and two driving pins are slidably arranged in the two inclined grooves, and the two driving pins are fixedly connected with the side walls of the two positioning claws respectively; a clearance groove which is arranged through the side wall of the second positioning pipe and is internally slidably provided with a hanging block; and a limiting groove which is arranged on the inner wall of the first positioning pipe and slidably arranged with the hanging block.
[0009] It should be understood that, during the process that the first positioning pipe is inserted into the second positioning pipe and is penetrated, the hanging block is slidably inserted into the limiting groove until the hanging block is hung on the bottom end of the limiting groove, and when the second positioning pipe continues to move, the hanging block maintains the position of the moving piece, and the second positioning pipe drives the positioning claws to move relative to the moving piece, under the action of the inclined grooves, the driving pins drive the positioning claws to move outward of the second positioning pipe, until the second positioning pipe is completely inserted into the first positioning pipe, the two positioning claws are inserted into the stratum to increase new adhesion points and generate more connection points with the stratum.
[0010] Compared with the prior art, the tower crane base suitable for deep and thick silt stratum has the following advantages:
[0011] The tower crane base suitable for deep and thick silt stratum has the following advantages: the first positioning pipe is extended from the bottom of the installation base to the deep stratum, the first positioning pipe can be a concrete casting, thereby increasing the adhesion depth between the bottom end of the installation base and the stratum, and the stability of the installation base is maintained, so that the first positioning pipe penetrates through the deep silt layer and enters the deep stratum, the second positioning pipe is further extended from the first positioning pipe, the positioning claws at the bottom end of the second positioning pipe are transversely moved and inserted into the stratum to further adhere, the deep stratum is further adhered while the length is further extended in the deep stratum, the stability of the installation base is further ensured, and then the tower body installed on the installation base is stably supported. BRIEF DESCRIPTION OF DRAWINGS
[0012] The accompanying drawings, which form a part of the disclosure, are intended to provide further understanding of the present disclosure and are incorporated herein for illustrative purposes. The schematic embodiments of the present disclosure and the descriptions thereof are used to explain the present disclosure and do not constitute an improper limitation on the present disclosure. In the drawings:
[0013] Figure 1 A whole structure schematic view of a tower crane base suitable for deep and thick silt stratum according to an embodiment of the present disclosure;
[0014] Figure 2 A mounting base structure schematic view of a tower crane base suitable for deep and thick silt stratum according to an embodiment of the present disclosure;
[0015] Figure 3 A first structure sectional view of a second positioning pipe and a first positioning pipe of a tower crane base suitable for deep and thick silt stratum according to an embodiment of the present disclosure;
[0016] Figure 4 A second positioning pipe structure schematic view of a tower crane base suitable for deep and thick silt stratum according to an embodiment of the present disclosure;
[0017] Figure 5 A tower body structure schematic view of a tower crane base suitable for deep and thick silt stratum according to an embodiment of the present disclosure;
[0018] Figure 6 A moving part structure schematic view of a tower crane base suitable for deep and thick silt stratum according to an embodiment of the present disclosure;
[0019] Figure 7 A second structure sectional view of a second positioning pipe and a first positioning pipe of a tower crane base suitable for deep and thick silt stratum according to an embodiment of the present disclosure.
[0020] BRIEF DESCRIPTION OF DRAWINGS
[0021] 1-mounting base; 2-first positioning pipe; 201-first flange plate; 3-second positioning pipe; 301-second flange plate; 4-positioning claw; 5-tower body; 501-third flange plate; 6-butting port; 7-inserting slot; 8-moving part; 9-connecting slot; 10-inclined slot; 11-driving pin; 12-giving way slot; 13-hanging block; 14-limiting slot; 15-return spring; 16-threaded rod; 17-nut; 18-inserting port; 19-tapered structure; 20-inserting block. DETAILED DESCRIPTION
[0022] It should be noted that the embodiments in the present disclosure and the features in the embodiments can be combined with each other without conflict.
[0023] In the description of the utility model, it needs to be understood that, the orientation or positional relation indicated by the terms "center", "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer" and the like is the orientation or positional relation shown based on the drawings, and is only for the convenience of describing the utility model and simplifying the description, and therefore cannot be understood as indicating or implying that the devices or elements indicated must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the utility model. In addition, the terms "first", "second" and the like are only for the purpose of description, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the technical features indicated. Therefore, the features limited by "first", "second" and the like can explicitly or implicitly include one or more of the features. In the description of the utility model, the meaning of "a plurality of" is two or more, unless otherwise specified.
[0024] In the description of the utility model, it needs to be understood that, the orientation or positional relation indicated by the terms "center", "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer" and the like is the orientation or positional relation shown based on the drawings, and is only for the convenience of describing the utility model and simplifying the description, and therefore cannot be understood as indicating or implying that the devices or elements indicated must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the utility model. In addition, the terms "first", "second" and the like are only for the purpose of description, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the technical features indicated. Therefore, the features limited by "first", "second" and the like can explicitly or implicitly include one or more of the features. In the description of the utility model, the meaning of "a plurality of" is two or more, unless otherwise specified.
[0025] The utility model will be described in detail below with reference to the drawings and in combination with the embodiments.
[0026] As Figures 1 to 7 shown, a tower crane base suitable for deep silt stratum, including installation base 1, still include: a plurality of first positioning pipe 2, a plurality of first positioning pipe 2 through setting on installation base 1, and top fixedly connected with first flange plate 201, a plurality of second positioning pipe 3, a plurality of second positioning pipe 3 are inserted in a plurality of first positioning pipe 2 respectively, and top fixedly connected with second flange plate 301, the bottom end of second positioning pipe 3 is symmetrically slidably inserted with two positioning claws 4, tower body 5, tower body 5 bottom fixedly installed with a plurality of third flange plate 501, third flange plate 501, second flange plate 301 and first flange plate 201 are fixed in the top of installation base 1 through positioning bolt, linkage assembly, linkage assembly is used in the process of second positioning pipe 3 inserting into first positioning pipe 2, and the two positioning claws 4 that move to the lower side of first positioning pipe 2 move, so that positioning claw 4 extends from the bottom end of first positioning pipe 2.
[0027] It should be understood that the installation base 1 can be cast in concrete in the pit foundation of the excavated stratum, and the first positioning pipe 2 can be used as a concrete cast by extending from the bottom of the installation base 1 to the deep stratum, thereby increasing the adhesion depth between the bottom end of the installation base 1 and the stratum, and facilitating the maintenance of the stability of the installation base 1 to achieve the penetration through the thick silt layer into the deep stratum;
[0028] By inserting the second positioning pipe 3 into the first positioning pipe 2, the length is further extended, and the second positioning pipe 3 is inserted into the first positioning pipe 2. During the insertion of the second positioning pipe 3 into the first positioning pipe 2, the linkage assembly moves to the two positioning claws 4 below the first positioning pipe 2 to move, so that the positioning claws 4 extend from the bottom end of the first positioning pipe 2, and the positioning claws 4 move transversely and are inserted into the deep stratum for further adhesion. While extending deeper into the stratum, the deep stratum is further adhered, which is beneficial to further ensure the stability of the installation base 1, and further facilitates the stable support of the tower body 5 installed on the installation base 1.
[0029] Specifically, the first flange plate 201 is attached to the top surface of the installation base 1, the second flange plate 301 is attached to the top surface of the first flange plate 201, and the third flange plate 501 is attached to the top surface of the second flange plate 301.
[0030] As shown in Figure 1 and Figure 2 , specifically, the positioning bolt includes a threaded rod 16 and a nut 17, the positioning bolt is fixedly connected to the top surface of the installation base 1, and penetrates the first flange plate 201, the second flange plate 301 and the third flange plate 501 in sequence, the nut 17 is threadedly connected to the surface of the threaded rod 16, and the nut 17 presses the third flange plate 501.
[0031] Specifically, the installation base 1 has an insertion port 18 corresponding to the position of the first positioning pipe 2, and the threaded rod 16 is distributed at the edge of the insertion port 18.
[0032] As shown in Figure 3 , Figure 6 and Figure 7As shown, in an optional embodiment of this utility model, the linkage component includes: two insertion slots 7, which are symmetrically opened at the bottom end of the second positioning tube 3, and two positioning claws 4 are slidably inserted into the insertion slots 7; a moving part 8, which has a connecting slot 9 at its bottom end, and two symmetrically arranged inclined slots 10 are opened in the connecting slot 9, and a driving pin 11 is slidably arranged in each of the two inclined slots 10, and the two driving pins 11 are respectively fixedly connected to the two positioning claws 4; a clearance slot 12, which is opened through the side wall of the second positioning tube 3, and a hanging block 13 is slidably arranged inside it, and the hanging block 13 is fixedly connected to the top of the moving part 8; and a limiting slot 14, which is opened on the inner wall of the first positioning tube 2, and the hanging block 13 is slidably arranged in the limiting slot 14.
[0033] It should be understood that during the process of the bottom end of the second positioning tube 3 being inserted into and out of the first positioning tube 2, the hook block 13 will slide into the limiting groove 14 until the hook block 13 hooks onto the bottom end of the upper limit groove 14. When the second positioning tube 3 continues to move, the hook block 13 will maintain the position of the moving part 8. The second positioning tube 3 drives the positioning claw 4 to move relative to the moving part 8. Under the action of the inclined groove 10, the driving pin 11 will drive the positioning claw 4 to move to the outside of the second positioning tube 3 until the second positioning tube 3 is completely inserted into the first positioning tube 2. Then, the two positioning claws 4 complete the insertion into the formation, increase new attachment points, and generate more connection points with the formation.
[0034] Specifically, the limiting groove 14 extends to the top of the first positioning tube 2. It should be understood that by extending the limiting groove 14 to the top of the first positioning tube 2, it docks with the hanging block 13 during the process of inserting the second positioning tube 3 into the first positioning tube 2.
[0035] like Figure 3 As shown in the preferred embodiment of this utility model, a return spring 15 is fixedly connected between the movable member 8 and the inner bottom end of the second positioning tube 3. By setting the return spring 15, the position of the movable member 8 can always be supported when the first positioning tube 2 is inserted into the second positioning tube 3, so that the two positioning claws 4 are limited in the insertion groove 7, avoiding any obstruction to the insertion process when the second positioning tube 3 is inserted into the first positioning tube 2.
[0036] like Figure 1 , Figure 3 and Figure 7 As shown in the preferred embodiment of this utility model, the bottom of the second positioning tube 3 has a tapered structure 19. By setting the tapered structure 19, its cross-sectional area gradually increases during the insertion process, which helps to reduce friction and resistance during insertion and makes it easier to insert the bottom end of the second positioning tube 3 into the stratum.
[0037] like Figure 4 andFigure 5 As shown, as the preferred embodiment of the utility model, the top of the second positioning pipe 3 is fixedly connected with the plug-in block 20, and the bottom of the third flange plate 501 is provided with the butt joint 6 matched with the plug-in block 20. It should be understood that by setting the plug-in block 20 and the butt joint 6, the butt joint between the second flange plate 301 and the third flange plate 501 is formed, the support limiting of the second positioning pipe 3 to the transverse direction of the tower body 5 is formed, and the transverse cutting force on the threaded rod 16 is reduced.
[0038] The above is only the preferred embodiment of the utility model, and is not used to limit the utility model, and any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the utility model should be included in the protection scope of the utility model.
Claims
1. A tower base adapted to deep silt ground, comprising a mounting base (1), characterized in that: Also includes: A plurality of first positioning pipe (2), a plurality of the first positioning pipe (2) is provided on the mounting base (1), and the top end is fixedly connected with the first flange plate (201); A plurality of second positioning pipe (3), a plurality of the second positioning pipe (3) is respectively inserted into a plurality of the first positioning pipe (2), and the top is fixedly connected with the second flange plate (301), the bottom end of the second positioning pipe (3) is symmetrically inserted with two positioning claws (4); Tower body (5), the tower body (5) bottom fixedly installed with a plurality of third flange plate (501), the third flange plate (501), second flange plate (301) and first flange plate (201) are fixed on the top of the mounting base (1) through the positioning bolt; Linkage assembly, the linkage assembly is used in the process of inserting the second positioning pipe (3) into the first positioning pipe (2), and the two positioning claws (4) below the first positioning pipe (2) are moved to move, so that the positioning claw (4) is stretched out from the bottom end of the first positioning pipe (2).
2. The tower base adapted to deep silt ground according to claim 1, wherein: The linkage assembly comprises: Two insertion slots (7), two insertion slots (7) are symmetrically provided at the bottom end of the second positioning pipe (3), and two positioning claws (4) are slidably inserted into the insertion slots (7); Moving piece (8), the bottom end of the moving piece (8) is provided with a connecting groove (9), the connecting groove (9) is provided with two symmetrically arranged inclined grooves (10), and the two inclined grooves (10) are slidably provided with driving pins (11), the two driving pins (11) are respectively fixedly connected with the side wall of the two positioning claws (4); Let the slot (12) is provided on the side wall of the second positioning pipe (3), and the inside is slidably provided with a hanging block (13), the hanging block (13) is fixedly connected to the top of the moving piece (8); Limiting groove (14), the limiting groove (14) is provided on the inner wall of the first positioning pipe (2), and the hanging block (13) is slidably provided in the limiting groove (14).
3. The tower base adapted to deep silt ground according to claim 2, wherein: The limiting groove (14) penetrates to the top end of the first positioning pipe (2).
4. The tower base adapted to deep silt ground according to claim 3, wherein: The moving piece (8) and the second support pipe inside the bottom end are fixedly connected with the reset spring (15).
5. The tower base adapted to deep silt ground according to claim 4, wherein: The first flange plate (201) is attached to the top surface of the mounting base (1), the second flange plate (301) is attached to the top surface of the first flange plate (201), and the third flange plate (501) is attached to the top surface of the second flange plate (301).
6. The tower base adapted to deep silt ground according to claim 5, wherein: The positioning bolt comprises a threaded rod (16) and a nut (17), the threaded rod (16) is fixedly connected to the top surface of the mounting base (1), and penetrates the first flange plate (201), the second flange plate (301) and the third flange plate (501) in sequence, the nut (17) is threadedly connected to the surface of the threaded rod (16), and the nut (17) presses the third flange plate (501).
7. The tower base adapted to deep silt ground according to claim 6, wherein: The mounting base (1) has an insertion port (18) corresponding to the position of the first positioning pipe (2), and the threaded rod (16) is distributed at the edge of the insertion port (18).
8. The tower base adapted to deep silt ground according to claim 7, wherein: The bottom of the second positioning pipe (3) has a tapered structure (19).
9. The tower base adapted to deep silt ground according to claim 8, wherein: The top of the second positioning pipe (3) is fixedly connected with a plug-in block (20), and the bottom of the third flange plate (501) is provided with a butt joint (6) which is plugged and matched with the plug-in block (20).