Building pile foundation efficient construction device and operation method thereof
By using the combination of annular chassis and annular rotating discs in building pile foundation construction, the precise offset and stable adjustment of the steel cage is achieved by using moving parts and lifting parts, which solves the problems of inaccurate placement and unstable docking of the steel cage, and improves the The mass formation of pile foundation and welding efficiency ensure that the center point of the steel cage is aligned with the center of the cartridge.
Patent Information
- Application Number
- CN202411705821.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-26
- Publication Date
- 2024-12-27
- Estimated Expiration
- Not applicable · inactive patent
AI Technical Summary
In construction of pile foundations, the inaccurate placement of the steel cages and the unstable docking of the multi-section steel cages lead to the impact of the pile foundation formation quality and welding quality.
An efficient construction device for building pile foundations is adopted, including an annular chassis and an annular rotating disc. Through the cooperation of moving parts and lifting parts, the precise offset and stable adjustment of the steel cage is achieved, and the pressure sensor and stabilization mechanism are used to ensure the center and protection of the steel cage. The barrel center is aligned and the accuracy and efficiency of placement and docking are improved through the servo motor and gear mechanism.
Effectively solve the problems of inaccurate placement and unstable docking of the steel cage, improve the quality of pile foundation formation and welding efficiency, ensure that the center point of the steel cage overlaps with the center of the casing, and enhance the integrity and welding stability of the multi-section steel cage. sex.
Smart Images

Figure CN119195136A_ABST
Abstract
Description
Technical Field
[0001] The invention belongs to the technical field of building construction, in particular to a high-efficiency building pile foundation construction device and an operation method thereof. Background Art
[0002] Building pile foundation construction is an important part of building foundation engineering, involving multiple steps and regulations; its pile foundation construction includes measurement and layout, casing setting and pile driver positioning, circulation system layout, drilling (punching) holes, and steel cage production and installation.
[0003] In the prior art, when constructing a building pile foundation, it is necessary to put a steel cage into a casing. After the depth of the pile foundation hole reaches a certain standard, the steel cage needs to be placed in multiple sections. When the multiple sections of the steel cage are placed, one section of the steel cage is placed first, and then supported at the casing hole by one or two support columns, and then one section of the steel hole is lifted and hung above the previous section of the steel cage for "full wire-half wire" or welding to ensure the integrity of the multiple sections of the steel cage; however, there are the following problems: first, because the steel cage is lifted and placed, when the casing is placed, there will be a deviation between the center of the casing and the center of the steel cage, and the deviation is too large to affect the formation quality of the pile foundation; second, when the upper and lower steel cages are "full wire-half wire" or welded, because the upper steel cage is lifted by a crane, the upper steel cage swings during processing, which affects the processing efficiency. Welding under unstable conditions will also affect the welding quality of the upper and lower steel cages.
[0004] To this end, the present invention provides a high-efficiency construction device for building pile foundation and an operation method thereof. Summary of the invention
[0005] In order to make up for the deficiencies of the prior art and solve the problems of inaccurate placement of steel cages and unstable docking of multiple steel cages, the present invention proposes a high-efficiency construction device for building pile foundations and an operating method thereof.
[0006] The technical solution adopted by the present invention to solve its technical problems is: the high-efficiency construction device for building pile foundations described in the present invention comprises a casing and an annular chassis; the annular chassis is sleeved on the outside of the casing; the top of the annular chassis is rotatably connected to an annular rotating disk; the annular rotating disk is positioned on the annular chassis by a clamping piece; a group of support blocks are fixedly connected to the top position of the annular rotating disk near the inner ring wall; a first through groove is provided on the upper side wall of the support block; a U-shaped plate is fixedly connected to the side wall of the support block, and the opening of the U-shaped plate and the first through groove correspond to each other, and the two are connected to each other; a group of first slide grooves are provided on the top of the annular rotating disk, and the first slide grooves are located below the U-shaped plate; an inverted L-shaped block, and the side wall of the vertical block of the inverted L-shaped block is slidably connected in the U-shaped plate, and the bottom end of the horizontal block of the inverted L-shaped block is slidably connected to the top of the supporting block; the inverted L-shaped block is pushed by a moving member; a second through slot is provided on the horizontal block of the inverted L-shaped block, and a lifting block is slidably connected in the second through slot; a pushing plate is fixedly connected to the bottom end of the lifting block, and one side of the pushing plate passes through the first through slot and extends into the U-shaped plate and is slidably connected to the vertical side wall of the inverted L-shaped block; the lifting block moves up and down through the lifting member; a group of fixed columns are connected to the top of the annular rotating disk by bolts, and a stabilizing mechanism is provided on the fixed columns, and a group of fixed columns and a group of supporting blocks are staggered; a pressure sensor is provided in the side wall of the lifting block close to the supporting block.
[0007] Preferably, the lifting member includes a sliding column; first grooves are provided on the side walls on both sides of the push plate, and the bottom of the first groove is fixedly connected to the sliding column by a spring; upper sliding grooves and lower sliding grooves are provided on the side walls of the U-shaped plate and the first through groove, and the upper sliding groove is located above the lower sliding groove; a through groove is provided on the side wall of the first through groove, and the upper sliding groove and the lower sliding groove are connected to each other through the through groove; an inclined groove is provided on the side wall of the first through groove, and the upper sliding groove and the lower sliding groove are connected to each other through the inclined groove, and the inclined groove is arranged to be inclined upward, and the inclined groove The highest point of the upper slide groove coincides with the tail of the upper slide groove; a stopper is fixedly connected to the upper slide groove, and the side wall of the stopper and the side wall of the inclined groove are parallel and fit to each other, and a first inclined surface is provided on the side wall of the other side of the stopper; a support plate is fixedly connected to the bottom of the first through groove through a spring, and a push plate is slidably connected to the top of the support plate; a folding plate is fixedly connected to the lower slide groove; the inclined plate of the folding plate and the inclined surface of the inclined groove are parallel and fit to each other, the horizontal plate of the folding plate is located directly below the through groove, and the length of the horizontal plate is greater than the opening length of the through groove.
[0008] Preferably, the moving part includes a first servo motor; a first annular cavity is opened in the annular rotating disk; the first annular cavity and the first slide groove are connected to each other; a first lead screw is rotatably connected in the first slide groove, the vertical block of the inverted L-shaped block is connected to the first lead screw through a lead screw nut pair, and the end of the first lead screw extends into the first annular cavity and is fixedly connected to the first gear; a first annular rack is rotatably connected to the bottom of the first annular cavity, and the first annular rack and the first gear are meshed with each other; a first servo motor is fixedly connected to the top of the annular rotating disk, and the output of the first servo motor extends into the annular rotating disk and is fixedly connected to the second gear, and the second gear and the inner ring wall of the first annular rack are meshed with each other.
[0009] Preferably, the stabilizing mechanism comprises an arc block; the middle part of the arc block slides on the fixed column; arc grooves are provided on the side walls at both ends of the arc block; third through grooves are provided on both sides of the arc groove; a second slide groove is provided at the top of the arc groove; an arc slider is slidably connected in the arc groove; a first threaded column is threadedly connected on the arc slider, and the top of the first threaded column extends out of the arc block through the second slide groove; a through hole is provided on the side wall of the arc slider, and a limiting column is slidably connected in the through hole, and the top view cross-section of the limiting column is I-shaped; the limiting column is magnetic and is adsorbed to the inner wall of the through hole; the arc block is limited by a sliding unit.
[0010] Preferably, the sliding unit comprises a locking hole and a second threaded column; a group of locking holes is opened on the side wall of the fixed column; and a second threaded column is threadedly connected to the side wall of the arc block.
[0011] Preferably, a group of second grooves are opened on the inner ring wall of the annular rotating disk; a moving block is slidably connected in the second groove, and a universal wheel is provided on the side wall of the moving block away from the side wall of the second groove; the moving block is pushed out by a pushing member.
[0012] Preferably, the pushing member includes a second annular cavity; a second lead screw is rotatably connected to the bottom of the second groove, and the second lead screw and the moving block are connected by a lead screw nut pair; a third gear is fixedly connected to the second lead screw; a second annular cavity is opened in the annular rotating disk, and the second annular cavity and a group of second grooves are interconnected; a second annular rack is rotatably connected to the bottom of the second annular cavity, and the second annular rack and the third gear are meshed with each other; a second servo motor is fixedly connected to the top of the annular rotating disk, and the output end of the second servo motor extends into the annular rotating disk and is provided with a fourth gear; the fourth gear and the outer ring wall of the second annular rack are meshed with each other.
[0013] Preferably, the locking member comprises a locking groove; a group of locking grooves are provided on the top of the annular chassis; a positioning block is fixedly connected to the outer side wall of the annular rotating disk, and a locking column is slidably connected through the positioning block.
[0014] Preferably, a support ring is provided at the bottom end of the annular chassis; a group of hydraulic columns are fixedly connected to the top end of the support ring, and the top end of the hydraulic columns and the bottom end of the annular chassis are connected to each other.
[0015] An operating method of a building pile foundation efficient construction device, the operating method is applicable to the above-mentioned building pile foundation efficient construction device, the method steps are as follows: S1: When a section of the steel cage is about to be placed by the crane, the inverted L-shaped block is driven to move by the moving member, so that the end of the inverted L-shaped block extends between adjacent main bars, and at the same time, the lifting block extends upward through the lifting member; S2: When the crane is completely under the steel cage, the bottom end of the welded stiffening hoop will fit above the inverted L-shaped block to support the steel cage placed in the casing. The inverted L-shaped block is then driven by the moving part to move in the opposite direction. During the movement, the lifting block and the welded stiffening hoop will fit each other, thereby promoting the offset adjustment of the entire steel cage. S3: Lift the steel cage again by the crane to the upper position, then adjust the position of the upper steel cage by the stabilizing mechanism to make it move downward stably, perform welding processing between the upper and lower main bars, complete the docking, then retract the lifting block into the second through groove by the lifting member, and then separate the inverted L-shaped block from the steel cage as a whole, repeat the above operation, and then complete the placement of multiple sections of steel cage.
[0016] The beneficial effects of the present invention are as follows: 1. The present invention describes an efficient construction device for building pile foundations and an operating method thereof, wherein a moving part drives the inverted L-shaped block to move in the opposite direction. During the movement, the lifting block will fit together with the welded stiffening hoop, thereby promoting the entire steel cage to deflect. The pressure sensors in the lifting blocks on a group of inverted L-shaped blocks are all within the rated standard, indicating that the deflection of the steel cage has ended. At this time, the center point of the steel cage is basically coincident with the center of the casing. At the same time, the steel cage that is lifted and placed above by a crane again is in an upper position. Then, the stability of the upper steel cage is adjusted by a stabilizing mechanism to allow it to move downward stably.
[0017] 2. The present invention describes an efficient construction device for building pile foundations and an operating method thereof. When the annular chassis begins to be placed, the fourth gear of the second servo motor is started to drive the second annular rack to rotate. Because the second annular rack and the third gear are engaged with each other, the second lead screw is driven to rotate, so that the moving block moves out of the second groove, and the universal wheel fits on the outer wall of the casing, thereby ensuring the accuracy of the placement position of the annular chassis. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] The present invention will be further described below in conjunction with the accompanying drawings.
[0019] Figure 1is a stereogram of the present invention; Figure 2 is a cross-sectional view of the present invention; Figure 3 yes Figure 2 A partial enlarged view of the middle part; Figure 4 yes Figure 2 A partial enlarged view of point B in the middle; Figure 5 is a cross-sectional view of the support block and the U-shaped plate; Figure 6 It is a partial exploded view of the arc block; Figure 7 It is a three-dimensional diagram of the lifting block; Figure 8 is a perspective view of a first annular rack and a second annular rack; In the figure: 1. casing; 11. annular chassis; 12. annular rotating disk; 13. support block; 14. first through groove; 15. U-shaped plate; 16. first slide groove; 17. inverted L-shaped block; 18. second through groove; 2. lifting block; 21. push plate; 22. pressure sensor; 3. sliding column; 31. first groove; 32. upper slide groove; 33. lower slide groove; 34. through groove; 35. inclined groove; 36. stopper; 37. first inclined surface; 38. folding plate; 39. support plate; 4. first servo motor; 41. first annular cavity; 42. first lead screw; 43. first gear; 44. first annular rack ;45. Second gear;5. Arc block;51. Arc groove;52. Third through groove;53. Second slide groove;54. Arc slider;56. First threaded column;57. Through hole;58. Limit column;59. Positioning hole;591. Second threaded column;592. Fixed column;6. Second groove;61. Moving block;62. Universal wheel;63. Second annular cavity;64. Third gear;65. Second lead screw;66. Second annular rack;67. Second servo motor;68. Fourth gear;7. Positioning block;71. Positioning column;72. Positioning groove;73. Support ring;74. Hydraulic column. DETAILED DESCRIPTION
[0020] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further explained below in conjunction with specific implementation methods.
[0021] like Figures 1 to 8As shown, an efficient construction device for building pile foundations according to an embodiment of the present invention comprises a casing 1 and an annular chassis 11; the annular chassis 11 is sleeved on the outside of the casing 1; the top of the annular chassis 11 is rotatably connected to an annular rotating disk 12; the annular rotating disk 12 is positioned on the annular chassis 11 by a positioning member; a group of support blocks 13 are fixedly connected to the top position of the annular rotating disk 12 near the inner ring wall; a first through groove 14 is opened on the upper side wall of the support block 13; a U-shaped plate 15 is fixedly connected to the side wall of the support block 13, and the opening of the U-shaped plate 15 and the first through groove 14 correspond to each other, and the two are connected to each other; the annular rotating disk A group of first slide grooves 16 are provided at the top of 12, and the first slide grooves 16 are located below the U-shaped plate 15; an inverted L-shaped block 17 is slidably connected in the first slide groove 16, and the vertical block side wall of the inverted L-shaped block 17 is slidably connected in the U-shaped plate 15, and the bottom end of the horizontal block of the inverted L-shaped block 17 is slidably connected to the top of the support block 13; the inverted L-shaped block 17 is pushed by a moving member; a second through groove 18 is provided on the horizontal block of the inverted L-shaped block 17, and a lifting block 2 is slidably connected in the second through groove 18; a pushing plate 21 is fixedly connected to the bottom end of the lifting block 2, and one side of the pushing plate 21 passes through the first through groove 14 and extends into the U-shaped plate 15 and is slidably connected to On the vertical side wall of the inverted L-shaped block 17; the lifting block 2 moves up and down through the lifting member; the top of the annular rotating disk 12 is connected with a group of fixed columns 592 by bolts, and a stabilizing mechanism is provided on the fixed columns 592, and a group of fixed columns 592 and a group of support blocks 13 are staggered; a pressure sensor 22 is provided in the side wall of the lifting block 2 close to the support block 13; in the prior art, when constructing the building pile foundation, it is necessary to put the steel cage into the casing. After the depth of the pile foundation hole reaches a certain standard, the steel cage needs to be placed in multiple sections. When the multiple sections of the steel cage are placed, one section of the steel cage is placed first, and then supported by one or two support columns At the casing hole, a section of the steel bar hole is then hoisted and suspended above the previous section of the steel cage for "full wire-half wire" or welding to ensure the integrity of the multi-section steel cage; however, there are the following problems: First, because the steel cage is hoisted and placed, there will be a deviation between the center of the casing and the center of the steel cage when the casing is placed. Excessive deviation affects the quality of the pile foundation; Second, when the upper and lower steel cages are "full wire-half wire" or welded, because the upper steel cage is hoisted by a crane, the upper steel cage swings during processing, affecting the processing efficiency. Welding under unstable conditions will also affect the welding quality of the upper and lower steel cages;Therefore, when the present invention is working, the annular chassis 11 and the annular rotating disk 12 are both sleeved on the outside of the casing 1. When a section of the steel cage is about to be placed, the inverted L-shaped block 17 is driven to move by the moving part, so that the end of the inverted L-shaped block 17 extends into between the adjacent main bars (the steel cage is composed of main bars, welded stiffening hoops and spiral stirrups). At this time, a group of inverted L-shaped blocks 17 move to the position where the lifting block 2 extends upward through the lifting member. At this time, parts of a group of inverted L-shaped blocks 17 will be inside the steel cage. Then, when the crane is completely below the steel cage, the bottom end of the welded stiffening hoop will fit above the inverted L-shaped block 17 to support the steel cage placed in the casing 1. Then, the inverted L-shaped block 17 is driven to move in the opposite direction by the moving part. During the movement, the lifting block 2 will fit together with the welded stiffening hoop, thereby pushing the entire steel cage to deflect. After the pressure sensors 22 in the lifting block 2 on the L-shaped block 17 are within the rated standard, it indicates that the steel cage offset is completed. At this time, the center point of the steel cage basically coincides with the center of the casing 1. At the same time, the steel cage placed again by the crane is in the upper position. Then, the stability of the upper steel cage is adjusted by the stabilizing mechanism to allow it to move down stably, so that the upper and lower main bars are welded and processed to complete the docking. Then, the lifting block 2 is retracted into the second through groove 18 by the lifting member, and the inverted L-shaped block 17 is separated from the steel cage as a whole. The above operation is repeated to complete the placement of the multi-section steel cage. At the same time, the present invention sets the lifting block 2 at a position close to the horizontal side end of the inverted L-shaped block 17, and uses the pulling method to adjust the steel cage, which can effectively increase the scope of application of the device, and does not only work for pile foundation holes of a single size. ;
[0022] The lifting member includes a sliding column 3; first grooves 31 are provided on the side walls of both sides of the push plate 21, and the sliding column 3 is fixedly connected to the bottom of the first groove 31 through a spring; upper sliding grooves 32 and lower sliding grooves 33 are provided on the side walls of the U-shaped plate 15 and the first through groove 14, and the upper sliding groove 32 is located above the lower sliding groove 33; a through groove 34 is provided on the side wall of the first through groove 14, and the upper sliding groove 32 and the lower sliding groove 33 are connected to each other through the through groove 34; an inclined groove 35 is provided on the side wall of the first through groove 14, and the upper sliding groove 32 and the lower sliding groove 33 are connected to each other through the inclined groove 35, and the inclined groove 35 is arranged to be inclined upward, and the inclined groove The highest point of 35 coincides with the tail of the upper slide groove 32; a stopper 36 is fixedly connected to the upper slide groove 32, and the side wall of the stopper 36 and the side wall of the inclined groove 35 are parallel and fitted to each other, and a first inclined surface 37 is provided on the other side wall of the stopper 36; a support plate 39 is fixedly connected to the bottom of the first through groove 14 through a spring, and the push plate 21 is slidably connected to the top of the support plate 39; a folding plate 38 is fixedly connected to the lower slide groove 33; the inclined plate of the folding plate 38 and the inclined surface of the inclined groove 35 are parallel and fitted to each other, the horizontal plate of the folding plate 38 is located directly below the through groove 34, and the length of the horizontal plate is greater than the opening length of the through groove 34; The moving part includes a first servo motor 4; a first annular cavity 41 is provided in the annular rotating disk 12; the first annular cavity 41 and the first slide groove 16 are connected to each other; a first lead screw 42 is rotatably connected in the first slide groove 16, and the vertical block of the inverted L-shaped block 17 is connected to the first lead screw 42 through a lead screw nut pair, and the end of the first lead screw 42 extends into the first annular cavity 41 and is fixedly connected to a first gear 43; a first annular rack 44 is rotatably connected to the bottom of the first annular cavity 41, and the first annular rack 44 and the first gear 43 are meshed with each other; a first servo motor 4 is fixedly connected to the top of the annular rotating disk 12, and the output of the first servo motor 4 extends into the annular rotating disk 12 and is fixedly connected to a second gear 45, and the second gear 45 and the inner ring wall of the first annular rack 44 are meshed with each other; The first servo motor 4 drives the first annular rack 44 to rotate through the second gear 45, and then drives the first lead screw 42 to rotate through the meshing of the first annular rack 44 and the first gear 43, so that the inverted L-shaped block 17 moves toward the center point of the casing 1, and at the same time, the pushing plate 21 will follow the inverted L-shaped block 17 to move, allowing the sliding column 3 to move in the sliding groove 33. When the sliding column 3 moves to the through groove 34 position, the pushing plate 21 is subjected to an upward supporting force (provided by the spring of the support plate 39) when it is in the sliding groove 33. Then, after the sliding column 3 reaches the through groove 34, the pushing plate 21 will be pushed upward by the support plate 39, and the sliding column 3 enters the upper slide groove 32 from the through groove 34, and the lifting block 2 extends out of the upper slide groove 32. At this time, the forward movement of the inverted L-shaped block 17 is completed, and the inverted L-shaped block 17 is partially located in the steel cage. Then the crane lowers the steel cage to place the welded stiffening hoop on the inverted L-shaped block 17, and then the inverted L-shaped block 17 shrinks as a whole (the sliding column 3 moves in the upper slide groove 32 at this time). The position of the steel cage is adjusted by using the lifting block 2. After the upper and lower steel cages are connected, the inverted L-shaped block 17 moves forward again to allow the sliding column 3 to move in the upper slide groove 32 until a group of inverted L-shaped blocks 17 moves to the final point. Then, the inverted L-shaped block 17 is reversed to restore to its original position. At this time, the sliding column 3 will pass through the first inclined surface 37 of the block 36 and enter the connection between the inclined groove 35 and the upper slide groove 32. When the inverted L-shaped block 17 shrinks and returns to its original position again, the sliding column 3 will be blocked by the inclined surface 37 of the block 36. The push plate 21 is pulled downward by the inclined surface of the inclined groove 35 until the sliding column 3 enters the lower sliding groove 33 again, and then the sliding column 3 moves along the folding plate 38. Because the horizontal plate of the folding plate 38 just covers the opening of the through groove 34, the sliding column 3 can slide in the lower sliding groove 33 until the inverted L-shaped block 17 returns to its original position. At the same time, the lifting block 2 will also follow the movement of the inverted L-shaped block 17 in the second through groove 18 and return to its original position without being blocked by the welded stiffening hoop.
[0023] The stabilizing mechanism comprises an arc block 5; the middle part of the arc block 5 slides on the fixed column 592; arc grooves 51 are provided on the side walls at both ends of the arc block 5; third through grooves 52 are provided on both sides of the arc groove 51; a second slide groove 53 is provided at the top of the arc groove 51; an arc slider 54 is slidably connected in the arc groove 51; a first threaded column 56 is threadedly connected to the arc slider 54, and the top of the first threaded column 56 extends out of the arc block 5 through the second slide groove 53; a through hole 57 is provided on the side wall of the arc slider 54, and a limiting column 58 is slidably connected in the through hole 57, and the top cross-section of the limiting column 58 is an I-shape; the limiting column 58 is magnetic and is mutually adsorbed with the inner wall of the through hole 57; the arc block 5 is limited by a sliding unit; The sliding unit includes a locking hole 59 and a second threaded column 591; a group of locking holes 59 are opened on the side wall of the fixing column 592; and the second threaded column 591 is threadedly connected on the side wall of the arc block 5; When the upper and lower steel cages need to be docked, the arc block 5 is moved up to a suitable position as a whole, and then the second threaded column 591 and the positioning hole 59 are used to limit the position. Then the limiting column 58 is pushed between the relative main bars, and then the position of the steel cage hoisted by the crane is manually adjusted. After the position is aligned with the processing position of the lower steel cage, the position of a pair of arc sliders 54 is adjusted so that the limiting columns 58 thereon and the adjacent main bars are in contact with each other. Then the screw cap on the first threaded column 56 is used to squeeze the top of the arc block 5 to limit the limiting column 58 at this time. At this time, the upper steel cage can basically no longer rotate left and right, or deviate as a whole (the arc block 5 is a group, not one), thereby ensuring that the upper steel cage can stably move down to the processing position. At the same time, during the docking process, a stable state can also be guaranteed.
[0024] A set of second grooves 6 are formed on the inner wall of the annular rotating disk 12; a moving block 61 is slidably connected in the second groove 6, and a universal wheel 62 is formed on the side wall of the moving block 61 away from the side wall of the second groove 6; the moving block 61 is pushed out by a pushing member; The pusher includes a second annular cavity 63; a second screw 65 is rotatably connected to the bottom of the second groove 6, and the second screw 65 and the moving block 61 are connected by a screw nut pair; a third gear 64 is fixedly connected to the second screw 65; a second annular cavity 63 is opened in the annular rotating disk 12, and the second annular cavity 63 and a group of second grooves 6 are interconnected; a second annular rack 66 is rotatably connected to the bottom of the second annular cavity 63, and the second annular rack 66 and the third gear 64 are meshed with each other; a second servo motor 67 is fixedly connected to the top of the annular rotating disk 12, and the output end of the second servo motor 67 extends into the annular rotating disk 12 and is provided with a fourth gear 68; the outer annular wall of the fourth gear 68 and the second annular rack 66 are meshed with each other; For pile foundation holes of different sizes, in order to ensure that the center of the annular chassis 11 and the center of the casing 1 coincide with each other when the annular chassis 11 is placed outside the casing 1, when the annular chassis 11 begins to be placed outside the casing 1, the fourth gear 68 of the second servo motor 67 is started to drive the second annular rack 66 to rotate, and because the second annular rack 66 and the third gear 64 are engaged with each other, the second lead screw 65 is driven to rotate, so that the moving block 61 moves out of the second groove 6, and the universal wheel 62 is attached to the outer wall of the casing 1, thereby ensuring the accuracy of the placement position of the annular chassis 11.
[0025] The locking member includes a locking groove 72; a group of locking grooves 72 are opened on the top of the annular chassis 11; a positioning block 7 is fixedly connected to the outer wall of the annular rotating disk 12, and the positioning block 7 is penetrated by a locking column 71 for sliding connection; during operation, in order to ensure that the horizontal block of the inverted L-shaped block 17 can enter the adjacent main rib space, it is necessary to rotate the annular rotating disk 12 in a targeted manner to adjust the appropriate position, and then lock it into the locking groove 72 through the locking column 71 to maintain stability.
[0026] A support ring 73 is provided at the bottom end of the annular chassis 11; a group of hydraulic columns 74 are fixedly connected to the top of the support ring 73, and the top of the hydraulic columns 74 and the bottom of the annular chassis 11 are connected to each other; when working, the height of the annular chassis 11 can be adjusted by the hydraulic columns 74, and then the height of the inverted L-shaped block 17 can be adjusted, so that its horizontal plate is higher than a certain height position of the casing 1, which is convenient for adjustment.
[0027] An operating method of a building pile foundation efficient construction device, the operating method is applicable to the above-mentioned building pile foundation efficient construction device, the method steps are as follows: S1: When a section of the steel cage is about to be placed by the crane, the inverted L-shaped block 17 is moved by the moving member, so that the end of the inverted L-shaped block 17 extends between adjacent main bars, and the lifting block 2 extends upward through the lifting member; S2: When the crane is completely under the steel cage, the bottom end of the welded stiffening hoop will fit above the inverted L-shaped block 17 to support the steel cage placed in the casing 1. The inverted L-shaped block 17 is then driven by the moving part to move in the opposite direction. During the movement, the lifting block 2 will fit with the welded stiffening hoop, thereby promoting the offset adjustment of the entire steel cage. S3: Lift the steel cage again by the crane to the upper position, then adjust the position of the upper steel cage by the stabilizing mechanism to make it stably move downward, perform welding processing between the upper and lower main bars, complete the docking, then retract the lifting block 2 into the second through groove 18 by the lifting member, and then separate the inverted L-shaped block 17 from the steel cage as a whole, repeat the above operation, and then complete the placement of the multi-section steel cage.
[0028] Working principle: the annular chassis 11 and the annular rotating disk 12 are both sleeved on the outside of the casing 1. When a section of the steel cage is about to be placed, the inverted L-shaped block 17 is driven to move by the moving part, so that the end of the inverted L-shaped block 17 extends into the adjacent main bars (the steel cage is composed of main bars, welded stiffening hoops and spiral stirrups). At this time, a group of inverted L-shaped blocks 17 move to the lifting block 2 and extend upward through the lifting part. At this time, part of a group of inverted L-shaped blocks 17 will be in the steel cage. Then when the crane is completely below the steel cage, the bottom end of the welded stiffening hoop will fit above the inverted L-shaped block 17 to support the steel cage placed in the casing 1. Then the inverted L-shaped block 17 is driven to move in the opposite direction by the moving part. During the movement, the lifting block 2 will fit together with the welded stiffening hoop, thereby pushing the entire steel cage to offset until a group of inverted After the pressure sensors 22 in the lifting block 2 on the L-shaped block 17 are within the rated standard, it indicates that the displacement of the steel cage has ended. At this time, the center point of the steel cage basically coincides with the center of the casing 1. At the same time, the steel cage placed above by the crane is in the upper position. Then, the stability of the upper steel cage is adjusted by the stabilizing mechanism to allow it to move downward stably, so that the upper and lower main bars are welded and processed to complete the docking. Then, the lifting block 2 is retracted into the second through groove 18 by the lifting member, and the inverted L-shaped block 17 is separated from the steel cage as a whole. The above operation is repeated to complete the placement of multiple sections of the steel cage. At the same time, the present invention sets the lifting block 2 at a position close to the horizontal side end of the inverted L-shaped block 17, and uses a pulling method to adjust the steel cage, which can effectively increase the scope of application of the device, and does not only work for pile foundation holes of a single size.The first servo motor 4 drives the first annular rack 44 to rotate through the second gear 45, and then drives the first lead screw 42 to rotate through the meshing of the first annular rack 44 and the first gear 43, so that the inverted L-shaped block 17 moves toward the center point of the casing 1, and at the same time, the push plate 21 will follow the inverted L-shaped block 17 to move, so that the sliding column 3 moves in the sliding groove 33. When the sliding column 3 moves to the through groove 34 position, the push plate 21 is subjected to an upward support force (provided by the spring of the support plate 39) when it is in the sliding groove 33, and then after the sliding column 3 reaches the through groove 34, the push plate 21 will be pushed upward by the support plate 39, and the sliding column 3 enters the upper slide groove 32 from the through groove 34, and the lifting block 2 extends. The upper slide groove 32 is formed, and the inverted L-shaped block 17 is moved forward. Part of the inverted L-shaped block 17 will be located in the steel cage. The crane will then lower the steel cage to place the welded stiffening hoop on the inverted L-shaped block 17. The inverted L-shaped block 17 will then shrink as a whole (the sliding column 3 will move in the upper slide groove 32 at this time). The lifting block 2 will be used to adjust the position of the steel cage. After the upper and lower steel cages are connected, the inverted L-shaped block 17 will move forward again to allow the sliding column 3 to move in the upper slide groove 32 until a group of inverted L-shaped blocks 17 move to the final point. The inverted L-shaped block 17 will then reverse and return to its original position. At this time, the sliding column 3 will pass through the first inclined surface 37 of the stopper 36 and enter the connection between the inclined groove 35 and the upper slide groove 32. When the L-shaped block 17 shrinks and returns to its original position again, the sliding column 3 will be pulled by the inclined surface of the stopper 36 and the inclined surface of the inclined groove 35, allowing the pushing plate 21 to move downward until the sliding column 3 enters the sliding groove 33 again, and then the sliding column 3 will move along the folding plate 38. Because the horizontal plate of the folding plate 38 just covers the opening of the through groove 34, the sliding column 3 can slide in the sliding groove 33 until the inverted L-shaped block 17 returns to its original position. At the same time, the lifting block 2 will also follow the movement of the inverted L-shaped block 17 in the second through groove 18 and then return to its original position without being blocked by the welded stiffening hoop. When the upper and lower steel cages need to be connected, the arc block 5 is moved up to the appropriate position as a whole, and then through The second threaded column 591 and the positioning hole 59 are limited, and then the limiting column 58 is pushed between the relative main bars, and then the position of the steel cage hoisted by the crane is manually adjusted. After the position is aligned with the processing position of the lower steel cage, the position of a pair of arc-shaped sliders 54 is adjusted to allow the limiting column 58 on it to contact the adjacent main bars, and then the screw cap on the first threaded column 56 is squeezed at the top of the arc block 5 to limit the limiting column 58 at this time. At this time, the upper steel cage can basically not rotate left and right, or offset as a whole (the arc block 5 is a group, not one), thereby ensuring that the upper steel cage can stably move down to the processing position, and at the same time, it can also ensure a stable state during docking processing. ;
[0029] The above-mentioned front, back, left, right, top and bottom are all based on the figures in the specification. Figure 1 As a benchmark, according to the person's observation perspective, the side of the device facing the observer is defined as the front, the left side of the observer is defined as the left, and so on.
[0030] In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as limiting the scope of protection of the present invention.
[0031] The above shows and describes the basic principles, main features and advantages of the present invention. It should be understood by those skilled in the art that the present invention is not limited to the above embodiments. The above embodiments and descriptions are only for explaining the principles of the present invention. Without departing from the spirit and scope of the present invention, the present invention may have various changes and improvements, which fall within the scope of the present invention. The scope of protection of the present invention is defined by the attached claims and their equivalents.
Claims
1. A high-efficiency construction device for building pile foundation, characterized in that: The invention comprises a casing (1) and an annular chassis (11); the annular chassis (11) is sleeved on the outer side of the casing (1); the top end of the annular chassis (11) is rotatably connected to an annular rotating disk (12); the annular rotating disk (12) is positioned on the annular chassis (11) by a locking member; a group of support blocks (13) are fixedly connected to the top end of the annular rotating disk (12) near the inner ring wall; a first through groove (14) is provided on the upper side wall of the support block (13); a U-shaped plate (15) is fixedly connected to the side wall of the support block (13), and the opening of the U-shaped plate (15) and the first through groove (14) correspond to each other and are connected to each other; a group of first sliding grooves (16) are provided on the top end of the annular rotating disk (12), and the first sliding grooves (16) are located below the U-shaped plate (15); an inverted L-shaped block (17) is slidably connected in the first sliding groove (16), and the vertical block side wall of the inverted L-shaped block (17) is slidably connected to the In the U-shaped plate (15), the bottom end of the horizontal block of the inverted L-shaped block (17) is slidably connected to the top end of the support block (13); the inverted L-shaped block (17) is pushed by a moving member; a second through slot (18) is provided on the horizontal block of the inverted L-shaped block (17), and a lifting block (2) is slidably connected in the second through slot (18); a pushing plate (21) is fixedly connected to the bottom end of the lifting block (2), and one side of the pushing plate (21) passes through the first through slot (14), extends into the U-shaped plate (15) and is slidably connected to the vertical side wall of the inverted L-shaped block (17); the lifting block (2) moves up and down by the lifting member; a group of fixing columns (592) are connected to the top end of the annular rotating disk (12) by bolts, and a stabilizing mechanism is provided on the fixing columns (592), and a group of fixing columns (592) and a group of support blocks (13) are staggeredly distributed; a pressure sensor (22) is provided in the side wall of the lifting block (2) close to the support block (13).
2. The high-efficiency construction device for building pile foundation according to claim 1, characterized in that: The lifting member comprises a sliding column (3); first grooves (31) are provided on both side walls of the push plate (21), and the bottom of the first groove (31) is fixedly connected to the sliding column (3) via a spring; upper sliding grooves (32) and lower sliding grooves (33) are provided on the side walls of the U-shaped plate (15) and the first through groove (14), and the upper sliding groove (32) is located above the lower sliding groove (33); a through groove (34) is provided on the side wall of the first through groove (14), and the upper sliding groove (32) and the lower sliding groove (33) are connected to each other via the through groove (34); an inclined groove (35) is provided on the side wall of the first through groove (14), and the upper sliding groove (32) and the lower sliding groove (33) are connected to each other via the inclined groove (35), and the inclined groove (35) is arranged to be inclined upward The highest point of the inclined groove (35) and the tail of the upper slide groove (32) coincide with each other; a stopper (36) is fixedly connected to the upper slide groove (32), and the side wall of the stopper (36) and the side wall of the inclined groove (35) are parallel to and fit with each other, and a first inclined surface (37) is provided on the other side wall of the stopper (36); a support plate (39) is fixedly connected to the bottom of the first through groove (14) through a spring, and the push plate (21) is slidably connected to the top of the support plate (39); a folding plate (38) is fixedly connected to the lower slide groove (33); the inclined plate of the folding plate (38) and the inclined surface of the inclined groove (35) are parallel to and fit with each other, the horizontal plate of the folding plate (38) is located directly below the through groove (34), and the length of the horizontal plate is greater than the opening length of the through groove (34).
3. The high-efficiency construction device for building pile foundation according to claim 2, characterized in that: The moving part comprises a first servo motor (4); a first annular cavity (41) is provided in the annular rotating disk (12); the first annular cavity (41) and the first slide groove (16) are connected to each other; a first lead screw (42) is rotatably connected in the first slide groove (16); a vertical block of the inverted L-shaped block (17) is connected to the first lead screw (42) through a lead screw nut pair; an end of the first lead screw (42) extends into the first annular cavity (41) and is fixedly connected to a first gear (43); a first annular rack (44) is rotatably connected to the bottom of the first annular cavity (41), and the first annular rack (44) and the first gear (43) are meshed with each other; a first servo motor (4) is fixedly connected to the top of the annular rotating disk (12), and an output of the first servo motor (4) extends into the annular rotating disk (12) and is fixedly connected to a second gear (45), and the second gear (45) and the inner ring wall of the first annular rack (44) are meshed with each other.
4. The high-efficiency construction device for building pile foundation according to claim 3 is characterized by: The stabilizing mechanism comprises an arc block (5); the middle part of the arc block (5) is slidably mounted on a fixed column (592); arc grooves (51) are provided on the side walls at both ends of the arc block (5); third through grooves (52) are provided on both sides of the arc groove (51); a second slide groove (53) is provided at the top of the arc groove (51); an arc slider (54) is slidably connected in the arc groove (51); a first threaded column (56) is threadedly connected to the arc slider (54), and the top of the first threaded column (56) extends out of the arc block (5) through the second slide groove (53); a through hole (57) is provided on the side wall of the arc slider (54), and a limiting column (58) is slidably connected in the through hole (57), and the top section of the limiting column (58) is I-shaped when viewed from above; the limiting column (58) is magnetic and is mutually attracted to the inner wall of the through hole (57); the arc block (5) is limited by a sliding unit.
5. The high-efficiency construction device for building pile foundation according to claim 4 is characterized in that: The sliding unit comprises a locking hole (59) and a second threaded column (591); a group of locking holes (59) are provided on the side wall of the fixing column (592); and the second threaded column (591) is threadedly connected to the side wall of the arc block (5).
6. The high-efficiency construction device for building pile foundation according to claim 5, characterized in that: A group of second grooves (6) are provided on the inner ring wall of the annular rotating disk (12); a moving block (61) is slidably connected in the second groove (6), and a universal wheel (62) is provided on the side wall of the moving block (61) away from the side wall of the second groove (6); the moving block (61) is pushed out by a pushing member.
7. The high-efficiency construction device for building pile foundation according to claim 6, characterized in that: The pushing member comprises a second annular cavity (63); a second lead screw (65) is rotatably connected to the bottom of the second groove (6), and the second lead screw (65) and the moving block (61) are connected via a lead screw nut pair; a third gear (64) is fixedly connected to the second lead screw (65); a second annular cavity (63) is provided in the annular rotating disk (12), and the second annular cavity (63) and a group of second grooves (6) are interconnected; a second annular rack (66) is rotatably connected to the bottom of the second annular cavity (63), and the second annular rack (66) and the third gear (64) are meshed with each other; a second servo motor (67) is fixedly connected to the top of the annular rotating disk (12), and an output end of the second servo motor (67) extends into the annular rotating disk (12) and is provided with a fourth gear (68); the fourth gear (68) and the outer ring wall of the second annular rack (66) are meshed with each other.
8. The high-efficiency construction device for building pile foundation according to claim 7, characterized in that: The locking member comprises a locking groove (72); a group of locking grooves (72) are provided on the top of the annular bottom plate (11); a positioning block (7) is fixedly connected to the outer wall of the annular rotating plate (12), and a locking column (71) is slidably connected to the positioning block (7).
9. The high-efficiency construction device for building pile foundation according to claim 8, characterized in that: A support ring (73) is provided at the bottom end of the annular chassis (11); a group of hydraulic columns (74) are fixedly connected to the top end of the support ring (73), and the top end of the hydraulic columns (74) and the bottom end of the annular chassis (11) are connected to each other.
10. An operating method for a high-efficiency construction device for building pile foundations, the operating method being applicable to the high-efficiency construction device for building pile foundations as claimed in claim 9, characterized in that: The steps of this method are as follows: S1: When a section of the steel cage is about to be placed by the crane, the inverted L-shaped block (17) is moved by the moving member, so that the end of the inverted L-shaped block (17) extends between adjacent main bars, and the lifting block (2) extends upward through the lifting member; S2: When the crane is completely below the steel cage, the bottom end of the welded reinforcing hoop will fit above the inverted L-shaped block (17) to support the steel cage placed in the casing (1). The inverted L-shaped block (17) is then driven by the moving part to move in the opposite direction. During the movement, the lifting block (2) and the welded reinforcing hoop will fit each other, thereby promoting the offset adjustment of the entire steel cage. S3: The steel cage is lifted again by the crane to be in the upper position, and then the position of the upper steel cage is adjusted by the stabilizing mechanism to allow it to move downward stably, so that the upper and lower main bars are welded and processed to complete the docking, and then the lifting block (2) is retracted into the second through groove (18) by the lifting member, and then the inverted L-shaped block (17) is separated from the steel cage as a whole, and the above operation is repeated to complete the placement of the multi-section steel cage.
Citation Information
Patent Citations
Supporting cast-in-situ bored pile positioning structure
CN217480163U
Reinforcement cage structure in pile body
CN218175815U
A temporary fixing device for the hole of a diameter bored pile reinforcement cage on land
CN221030098U
An oversized diameter bored pile reinforcement cage construction device
DE202023102720U1
Cited By
Prestressed concrete pipe pile construction positioning device
CN120273351A
Telescopic advanced tunnel pipe shed
CN120426075A
Tunnel telescopic advance pipe shed
CN120426075B
Building pile foundation construction device facilitating rapid positioning
CN120867293A