Inclination control device for steel sheet pile
By designing a sheet pile inclination control device, the inclination of the sheet piles was precisely adjusted, solving the problem of large correction errors and improving the stability and construction safety of the cofferdam sheet piles.
Patent Information
- Application Number
- CN202520052767.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-09
- Publication Date
- 2025-12-26
- Estimated Expiration
- 2035-01-09
AI Technical Summary
Existing sheet pile correction methods have excessive errors, leading to risks such as sheet pile cofferdams failing to close, structural deformation, or even collapse.
A sheet pile inclination control device was designed, including a fixed base, a bracket, a support block, and an adjustment device. Through the cooperation of the adjustment mechanism and the rotating plate and the moving plate, the inclination of the sheet pile can be precisely adjusted to ensure that the sheet pile maintains its verticality during the driving process.
It effectively improved the stability of the cofferdam sheet pile system, reduced the safety risks to construction workers, and built a complete construction support system.
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Figure CN223723750U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of building construction, concretely is steel sheet pile inclination control device. BACKGROUND
[0002] Larssen steel sheet pile is also called U-shaped steel sheet pile, as a new type of building material is widely used in bridge cofferdam, large pipeline laying and trench excavation engineering, its features are green environmental protection, construction speed is fast, construction cost is low and waterproof performance is good and so on.
[0003] In the foundation pit steel sheet pile cofferdam construction, due to the gap between the steel sheet pile lock and lock is larger, in the process of inserting, the upper end will inevitably produce the inclination to the direction away from the first steel sheet pile, and due to the accumulation of steel sheet pile inclination, finally will lead to steel sheet pile cofferdam can not be closed, steel sheet pile structure deformation, even the collapse of the whole cofferdam structure.
[0004] The existing equipment has the following shortcomings: the most common correction method in some constructions is to observe the inclination degree of pile foundation by naked eye, and then use earth excavation type construction machinery (such as the bucket of excavator) to correct, but the error of this correction method is too large.
[0005] Therefore, the steel sheet pile inclination control device is proposed to solve the above problems. UTILITY MODEL CONTENTS
[0006] The utility model aims at providing steel sheet pile inclination control device to solve the problem of too large error of the above correction method.
[0007] In order to achieve the above object, the utility model provides the following technical scheme: steel sheet pile inclination control device, including fixed seat, the support of setting on the upper end of the fixed seat and the support block for fixing the steel sheet pile of setting on the side away from the fixed seat of the support, still including:
[0008] Adjusting device, setting on the support and being connected with the support block, for adjusting the installation angle of the steel sheet pile;
[0009] The adjusting device includes:
[0010] Base, setting on the support;
[0011] Adjusting mechanism, setting on the side away from the support of the base, for adjusting the installation position of the support block;
[0012] Top plate, setting on the side away from the base of the adjusting mechanism, for supporting the support block.
[0013] The adjusting mechanism comprises a rotating plate arranged on the base and a moving plate movably arranged on the base, the rotating plate and the moving plate are arranged in cross and are connected through a rotating shaft, the rotating plate is fixedly connected with the rotating shaft, the moving plate is rotatably connected with the rotating shaft, one side of the rotating shaft is provided with a rotating knob, one side of the moving plate away from the base is rotatably connected with the top plate, and one side of the rotating plate away from the base is movably connected with the top plate.
[0014] The base and the top plate are provided with limiting frames for the movement of the moving plate and the rotating plate, and the moving plate and the rotating plate are provided with moving shafts at positions in the limiting frames.
[0015] The supporting block is provided with an installation groove for inserting and fixing the steel sheet pile.
[0016] The support is rotatably connected with the fixing seat, and the fixing seat is provided with an abutting plate for supporting the support.
[0017] The support comprises a fixed sleeve rod arranged on the fixing seat and a movable sleeve rod sleeved on the fixed sleeve rod, the movable sleeve rod is fixedly connected with the fixed sleeve rod through a fixing rod, the fixed sleeve rod is provided with a fixing groove for fixing the fixing rod, the movable sleeve rod is provided with a positioning groove at intervals, and one side of the movable sleeve rod away from the fixed sleeve rod is provided with an installation block for installing the base.
[0018] Compared with the prior art, the utility model has the advantages that:
[0019] The utility model completes the deviation rectification work of the inclination of the deep foundation pit cofferdam Larsen steel sheet pile, effectively improves the overall stability of the cofferdam steel sheet pile system, reduces the safety risk of construction personnel, and constructs a complete cofferdam construction guarantee system. ACCURACY OF DRAWINGS
[0020] Figure 1 It is a main structure schematic view in an embodiment of the utility model;
[0021] Figure 2 It is a structure schematic view of a front view in an embodiment of the utility model;
[0022] Figure 3 It is a structure schematic view of a top view in an embodiment of the utility model;
[0023] Figure 4 It is a structure schematic view of a support in an embodiment of the utility model;
[0024] Figure 5 It is a structure schematic view of a support and a fixing seat connection in an embodiment of the utility model;
[0025] Figure 6 It is the structural schematic view of the adjusting device adjusting the steel sheet pile in an embodiment of the utility model;
[0026] Figure 7 It is the structural schematic view of the steel sheet pile assembly in an embodiment of the utility model;
[0027] Figure 8 It is Figure 4 The structural schematic view of A part in an embodiment of the utility model.
[0028] In the figure: 1, steel sheet pile;2, fixed seat;21, underframe;22, universal wheel;23, side plate;2301, limiting groove;24, abutment plate;25, plug rod;3, support;31, fixed sleeve rod;3101, fixed groove;32, movable sleeve rod;3201, positioning groove;33, fixed rod;34, mounting block;4, adjusting device;41, base;42, limiting frame;43, moving shaft;44, moving plate;45, rotating plate;46, rotating knob;47, rotating shaft;48, top plate;5, support block;501, mounting groove;6, inclinometer. Specific implementation
[0029] The technical scheme in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the protection scope of the utility model.
[0030] Please refer to Figures 1-8 The utility model provides a technical scheme: steel sheet pile inclination control device, including fixed seat 2, the support 3 of setting in the upper end of fixed seat 2 and the support block 5 for fixing for the steel sheet pile 1 of setting in the side of support 3 away from fixed seat 2, still include:
[0031] Adjusting device 4, setting in support 3 and being connected with support block 5, for the installation angle of adjusting steel sheet pile 1;
[0032] Adjusting device 4 includes:
[0033] Base 41, setting in support 3;
[0034] Adjusting mechanism, setting in the side of base 41 away from support 3, for adjusting the installation position of support block 5;
[0035] Top plate 48, setting in the side of adjusting mechanism away from base 41, for supporting support block 5.
[0036] It should be noted that in operation, the foundation pit cofferdam uses the Larsen IV type steel sheet pile 1 as the main material, and uses a vibrating pile driver for pile sinking construction. During the construction process, due to the large gap between the locking ports of the steel sheet pile 1, the upper end of the steel sheet pile 1 will always tilt away from the first steel sheet pile 1 during insertion and driving. Therefore, every four or five steel sheet piles 1 are driven, the inclination of the steel sheet pile 1 is controlled to be within 1% through measurement, and when the inclination exceeds the limited inclination, it should be corrected. When the steel sheet pile 1 deviates too much, only the method of multiple correction can gradually reduce the deviation. First, use the inclinometer 6 to measure the inclination angle of the Larsen steel sheet pile 1, and vertically install three inclinometer sleeves at the same interval on the inside of the steel sheet pile 1. After connecting the inclinometer 6 device, inserting the inclinometer 6 probe and debugging, the inclination angle of the steel sheet pile 1 is measured. After confirming that the steel sheet pile 1 insertion and driving construction deviates, the device is transported to the construction site, then the support 3 is connected to the adjusting device 4, the adjusting mechanism is slowly rotated, the top plate 48 drives the upper side of the steel sheet pile 1 to be pushed, and the steel sheet pile 1 is deviated to the position close to the first vertical steel sheet pile 1. Every 2° adjustment, the steel sheet pile 1 is measured again by the inclinometer 6, and then the steel sheet pile 1 is adjusted by the adjusting device 4. Repeat the above steps until the inclination of the steel sheet pile 1 is controlled within 1% as shown by the three inclinometer 6 instruments. At this time, the outside of the steel sheet pile 1 for correction is filled and the connected locking port is welded to ensure that the steel sheet pile 1 will not deviate again after the mold is removed. (Note that the welding thickness of the upper end should be wider and gradually decreased downward), after the welding work is completed, a layer of lubricating oil is applied between the support block 5 and the locking port to prevent the support block 5 from being stuck with the steel sheet pile 1 and unable to be removed. Then find a suitable angle to rotate the fixed seat 2 and remove the support block 5. After the above work is done, the support 3 can be gradually retracted and the linking device at both ends of the support 3 is disconnected. The disassembly work of the device is completed. Through the setting of the device, the inclination correction work of the Larsen steel sheet pile 1 of the deep foundation pit cofferdam is completed, the overall stability of the cofferdam steel sheet pile 1 system is effectively improved, the safety risk of the construction personnel is reduced, and a complete cofferdam construction guarantee system is constructed.
[0037] In an embodiment, the adjusting mechanism includes a rotating plate 45 rotatably arranged on the base 41 and a moving plate 44 movably arranged on the base 41. The rotating plate 45 and the moving plate 44 are arranged in cross and connected through a rotating shaft 47. The rotating plate 45 is fixedly connected with the rotating shaft 47, and the moving plate 44 is rotatably connected with the rotating shaft 47. One side of the rotating shaft 47 is provided with a rotating knob 46. The side, away from the base 41, of the moving plate 44 is rotatably connected with the top plate 48, and the side, away from the base 41, of the rotating plate 45 is movably connected with the top plate 48.
[0038] In this way, the inclination of the steel sheet pile 1 is adjusted by rotating the rotating plate 45 and moving the moving plate 44. Figure 8By rotating the rotating knob 46, the rotating shaft 47 drives the rotating plate 45 to rotate, and then the rotating plate 45 and the moving plate 44 rotate, pushing the top plate 48 to move away from the base 41, thereby adjusting the installation angle of the support block 5, realizing the precise control of the inclination of the steel sheet pile 1. The operator only needs to rotate the rotating knob 46 to realize the adjustment, without complex operation steps or professional skills.
[0039] In an embodiment, the base 41 and the top plate 48 are provided with a limiting frame 42 for the movement of the moving plate 44 and the rotating plate 45, and the moving plate 44 and the rotating plate 45 are provided with a moving shaft 43 at a position inside the limiting frame 42.
[0040] In this way, referring to Figure 8 When the rotating knob 46 is rotated, the rotating shaft 47 drives the rotating plate 45 to rotate, and the moving plate 44 rotates along the rotating shaft 47, and the moving shaft 43 at the upper end of the moving plate 44 and the rotating plate 45 moves inside the limiting frame 42, which provides a clear movement path and limiting for the moving plate 44 and the rotating plate 45, ensuring that they can move stably along the predetermined trajectory during adjustment. This stable guiding effect helps to prevent the moving plate 44 and the rotating plate 45 from shifting or shaking during adjustment, thereby improving the stability of the entire adjustment mechanism.
[0041] In an embodiment, the support block 5 is provided with a mounting groove 501 for inserting and fixing the steel sheet pile 1.
[0042] In this way, referring to Figure 3 , and Figure 4 The mounting groove 501 matches the shape of the steel sheet pile 1, which can ensure that the steel sheet pile 1 is firmly inserted into the support block 5 and is not easy to slide or fall off, and this stable connection improves the safety during construction and prevents potential accidents caused by loosening of the steel sheet pile 1.
[0043] In an embodiment, the support 3 is rotatably connected with the fixing seat 2, and the fixing seat 2 is provided with an abutting plate 24 for supporting the support 3.
[0044] In this way, referring to Figure 5 Since the support 3 is rotatably connected with the fixing seat 2, the support 3 can freely rotate within a certain range to realize flexible adjustment of the angle, and this flexibility enables the support 3 to adapt to different construction environments and requirements to adapt to different geological conditions and engineering requirements, and the abutting plate 24 enhances the stability of the support 3.
[0045] In an embodiment, the support 3 comprises a fixed sleeve rod 31 arranged on the fixing base 2 and a movable sleeve rod 32 sleeved on the fixed sleeve rod 31, the movable sleeve rod 32 is fixedly connected with the fixed sleeve rod 31 through a fixing rod 33, the fixed sleeve rod 31 is provided with a fixing groove 3101 for fixing the fixing rod 33, the movable sleeve rod 32 is provided with a positioning groove 3201 at intervals, and the movable sleeve rod 32 is provided with a mounting block 34 for mounting the base 41.
[0046] In this way, referring to Figure 4 , the movable sleeve rod 32 is sleeved on the fixed sleeve rod 31 and is fixed through the cooperation of the fixing rod 33 and the fixing groove 3101, so that the height of the support 3 can be adjusted according to actual needs, so that the support 3 can adapt to different height construction environments, improving the flexibility and adaptability of construction, the fixing rod 33 is inserted into the fixing groove 3101 to firmly fix the movable sleeve rod 32 on the fixed sleeve rod 31, ensuring the stability of the support 3, the positioning groove 3201 can adjust the distance of the movable sleeve rod 32 extending out of the fixed sleeve rod 31 according to actual site construction requirements, so that the position of the movable sleeve rod 32 on the fixed sleeve rod 31 can be accurately controlled, and the mounting block 34 is arranged to facilitate the mounting of the base 41 on the movable sleeve rod 32, thereby supporting other construction equipment or structures.
[0047] In a specific embodiment, the fixing base 2 comprises a chassis 21, universal wheels 22 fixed to the lower end of the chassis 21, and side plates 23 fixed to the upper end of the chassis 21, an abutting plate 24 is fixed to the side plate 23, the side plate 23 is provided with a limiting groove 2301, and the fixed sleeve rod 31 is connected with the side plate 23 through a plug rod 25, and the plug rod 25 is inserted and fixed in the limiting groove 2301.
[0048] In this way, referring to Figure 4 , and Figure 5 , the universal wheels 22 at the lower end of the chassis 21 enable the fixing base 2 to move easily and adapt to different construction positions, and the locking mechanism provided on the universal wheels 22 can conveniently fix the universal wheels 22, the side plates 23 provide a stable support platform for the fixed sleeve rod 31, ensuring the stability of the support 3, the abutting plate 24 further enhances the support effect of the support 3 on the side plate 23, preventing the support 3 from shaking or tilting, and the cooperation of the limiting groove 2301 and the plug rod 25 realizes accurate limiting of the fixed sleeve rod 31 on the side plate 23, so that the operator only needs to insert or pull out the plug rod 25 into or out of the corresponding limiting groove 2301 to quickly adjust the installation angle of the fixed sleeve rod 31, improving the construction efficiency.
[0049] In addition, if the description in the embodiments involves "first", "second", etc., the description of "first", "second", etc. is only for the purpose of description, and cannot be understood as indicating or implying the relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first", "second" can explicitly or implicitly include at least one of the features.
Claims
1. Steel sheet pile inclination control device, comprising a fixed seat (2), a support (3) arranged at the upper end of the fixed seat (2) and a support block (5) arranged on the side of the support (3) away from the fixed seat (2) for fixing the steel sheet pile (1), characterized in that, Also include: Adjusting device (4) is arranged on the support (3) and is connected with the support block (5), for adjusting the installation angle of the steel sheet pile (1); The adjusting device (4) comprises: Base (41) arranged on the support (3); Adjusting mechanism, arranged on the side of the base (41) away from the support (3), for adjusting the installation position of the support block (5); Top plate (48), arranged on the side of the adjusting mechanism away from the base (41), for supporting the support block (5).
2. The steel sheet pile inclination control device according to claim 1, characterized by: The adjusting mechanism comprises a rotating plate (45) rotatably arranged on the base (41) and a moving plate (44) movably arranged on the base (41), the rotating plate (45) and the moving plate (44) are arranged in cross and connected by a rotating shaft (47), the rotating plate (45) is fixedly connected with the rotating shaft (47), the moving plate (44) is rotatably connected with the rotating shaft (47), one side of the rotating shaft (47) is provided with a rotating knob (46), the side of the moving plate (44) away from the base (41) is rotatably connected with the top plate (48), the side of the rotating plate (45) away from the base (41) is movably connected with the top plate (48).
3. The steel sheet pile inclination control device according to claim 2, characterized by: The base (41) and the top plate (48) are provided with a limiting box (42) for the movement of the moving plate (44) and the rotating plate (45), the moving plate (44) and the rotating plate (45) are provided with a moving shaft (43) at the position inside the limiting box (42).
4. The steel sheet pile inclination control device according to claim 1, characterized by: The support block (5) is provided with an installation groove (501) for inserting and fixing the steel sheet pile (1).
5. The steel sheet pile inclination control device according to claim 1, characterized by: The support (3) is rotatably connected with the fixing seat (2), and the fixing seat (2) is provided with an abutting plate (24) for supporting the support (3).
6. The steel sheet pile inclination control device according to claim 1, characterized by: The support (3) comprises a fixed sleeve rod (31) arranged on the fixing seat (2) and a movable sleeve rod (32) sleeved on the fixed sleeve rod (31), the movable sleeve rod (32) is fixedly connected with the fixed sleeve rod (31) through a fixed rod (33), the fixed sleeve rod (31) is provided with a fixed groove (3101) for fixing the fixed rod (33), the movable sleeve rod (32) is provided with a positioning groove (3201) at intervals, and the side of the movable sleeve rod (32) away from the fixed sleeve rod (31) is provided with a mounting block (34) for mounting the base (41).