Purlin type positioning tool
By designing a purlin-type positioning tool, the limiting components and positioning components are used to accurately control the deviation and spacing of steel pipe piles, the problems of low efficiency and difficulty in controlling pile sinking are solved, and efficient and accurate pile sinking is achieved construction.
Patent Information
- Application Number
- CN202420461238.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-03-11
- Publication Date
- 2025-02-11
- Estimated Expiration
- 2034-03-11
AI Technical Summary
In the dredging project of the seaport terminal construction, the pile sinking operation efficiency of steel pipe piles is low, and the deviation and spacing are difficult to control, which affects the subsequent driving of steel sheet piles.
A purlin-type positioning tool is designed, including support frame, limiting components and positioning components. Through the setting of limiting components and positioning components, the deviation and spacing between steel pipe piles are accurately controlled, and the construction procedures of pile sinking are simplified.
The efficiency and quality of steel pipe pile sinking operations are improved, the precise control of the deviation and spacing between steel pipe piles is ensured, and the construction procedures are simplified.
Smart Images
Figure CN222456040U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of pile foundation construction, and in particular relates to a purlin-type positioning tool. Background Art
[0002] At present, when constructing dredging engineering docks at some seaports, tide dike support structures are set up on the east and west sides of the dock respectively. The main lower structure of the dock adopts 1.2m diameter cast-in-place piles, and the front edge of the dock adopts 1.2m diameter steel pipe piles for vertical load-bearing and retaining main piles. Z-shaped double-jointed auxiliary piles, i.e. steel sheet piles, are set between the steel pipe piles. Figure 1 As shown, lock buckles 12 need to be welded on both sides of the steel pipe piles 11. During construction, a plurality of steel pipe piles 11 arranged in a straight line are usually inserted at intervals first, and then steel sheet piles 13 are driven between the steel pipe piles 11. The steel pipe piles 11 and the steel sheet piles 13 are connected by the lock buckles 12 on the steel pipe piles 11, thereby forming a tube-sheet composite pile structure 1.
[0003] When inserting and driving multiple steel pipe piles 11 arranged along a straight line at intervals, a guide frame and manual control positioning method are currently often used to drive the piles one by one. The construction procedure is cumbersome and the operation efficiency is low. In addition, the offset and spacing between the multiple steel pipe piles 11 arranged along a straight line are difficult to control, and the quality of the pile driving operation is difficult to ensure, which will affect the subsequent driving of steel sheet piles 13. In view of this, it is necessary to develop a positioning tool to improve the efficiency and quality of the pile driving operation of multiple steel pipe piles 11 arranged along a straight line. Utility Model Content
[0004] In view of the deficiencies existing in the related technology, the utility model provides a purlin-type positioning tool, which aims to accurately control the deviation and spacing between multiple steel pipe piles arranged along a straight line, simplify the steel pipe pile sinking construction procedure, and improve the efficiency and quality of the pile sinking operation.
[0005] The utility model provides a purlin type positioning tool, comprising a support frame, a limit assembly connected to the support frame and a positioning assembly; wherein:
[0006] The supporting frame includes two longitudinal beams arranged opposite to each other;
[0007] The limiting assembly includes two hoops arranged at both ends of the longitudinal beam in the length direction, and the positional relationship between the two hoops is consistent with the positional relationship between the two preset auxiliary piles; the inner diameter of the hoops is adapted to the outer diameter of the auxiliary piles;
[0008] The positioning assembly includes a plurality of positioning frames connected between two longitudinal beams and arranged at intervals along the length direction of the longitudinal beams, and the positional relationship between the plurality of positioning frames is consistent with the positional relationship between a plurality of steel pipe piles to be sunk arranged along a straight line; each positioning frame includes a positioning frame and at least three guide wheel groups arranged at equal angles around the center of the positioning frame, and all guide wheel groups are used to contact the outer wall of the steel pipe pile to be sunk passing through the positioning frame so as to jointly guide the steel pipe pile to be sunk; the inner wall of each positioning frame is provided with two anti-rotation grooves for accommodating the lock buckles on both sides of the steel pipe pile to be sunk.
[0009] In some of the embodiments, there are two support frames, which are spaced apart from each other in an upper and lower direction and connected to each other by a plurality of vertical beams; there are two groups of limit assemblies, which are respectively connected to the upper and lower support frames, and the clamps in the two groups of limit assemblies are centrally arranged in a pair up and down; there are two groups of positioning assemblies, which are respectively connected to the upper and lower support frames, and the positioning frames in the two groups of positioning assemblies are centrally arranged in a pair up and down.
[0010] In some of the embodiments, each guide wheel group includes a mounting seat and a guide roller; the mounting seat is connected to the positioning frame; the guide roller is rotatably connected to the side of the mounting seat facing the center of the positioning frame, and the wheel axle direction of the guide roller is perpendicular to the axial direction of the steel pipe pile to be sunk; the wheel surfaces of the guide rollers of all guide wheel groups are used to contact the outer wall of the steel pipe pile to be sunk.
[0011] In some of the embodiments, each guide wheel group also includes a slide and a fine-tuning screw; the slide is slidably connected to the mounting seat in a direction toward the center of the positioning frame, and the guide roller is rotatably connected to one end of the slide toward the center of the positioning frame; one end of the fine-tuning screw is connected to the side of the slide away from the guide roller, and the other end passes through the mounting seat and protrudes out of the mounting seat; the fine-tuning screw is threadedly connected to the mounting seat, and the slide is driven to slide on the mounting seat by rotating the fine-tuning screw to adjust the contact state between the wheel surface of the guide roller and the steel pipe pile to be sunk.
[0012] In some embodiments, the wheel surface of the guide roller is made of rubber.
[0013] In some embodiments, two anti-rotation components are convexly disposed on the inner wall of each positioning frame, and each anti-rotation component includes two anti-rotation blocks that are disposed opposite to each other, and an anti-rotation groove is formed between the two anti-rotation blocks.
[0014] In some of the embodiments, two limiting grooves for accommodating the locking buckles on both sides of the preset auxiliary pile are recessed on the inner wall of each clamp.
[0015] In some of the embodiments, each hoop includes two hoop bodies that are arranged in abutment with each other, and the two ends of the two hoop bodies are connected by a bolt assembly; a limiting groove is respectively recessed on the inner wall of each hoop body.
[0016] In some of these embodiments, a rubber pad is attached to the inner wall of the hoop, and the hoop contacts the outer wall of the auxiliary pile through the rubber pad.
[0017] In some of these embodiments, the hoop includes a top plate, a bottom plate, and side plates connected between the two, so that the cross-section of the hoop is in a U shape; a plurality of reinforcing ribs are also connected between the top plate and the bottom plate.
[0018] In some of these embodiments, the support frame further includes a plurality of cross braces connected between the two longitudinal beams, and cross braces are provided on both sides of each positioning frame in the longitudinal direction of the longitudinal beam.
[0019] Based on the above technical solutions, in the waling type positioning tooling in the embodiments of the present utility model, through the arrangement of the limiting assembly and the positioning assembly, the deviation and spacing between a plurality of steel pipe piles arranged along a straight line can be accurately controlled, the pile driving construction procedure of the steel pipe piles is simplified, and the pile driving operation efficiency and operation quality are improved. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] The drawings described herein are used to provide a further understanding of the present utility model, and constitute a part of this application. The schematic embodiments of the present utility model and their descriptions are used to explain the present utility model and do not constitute an improper limitation to the present utility model. In the drawings:
[0021] Figure 1 is a schematic structural diagram of a pipe-sheet composite pile;
[0022] Figure 2 is a three-dimensional schematic diagram of the waling type positioning tooling in the first embodiment of the present utility model;
[0023] Figure 3 is a top view when driving a pile using the waling type positioning tooling in the first embodiment of the present utility model;
[0024] Figure 4 is a front view when driving a pile using the waling type positioning tooling in the first embodiment of the present utility model;
[0025] Figure 5 is Figure 3 an enlarged view of part A in
[0026] Figure 6 is Figure 3 an enlarged view of part B in
[0027] Figure 7 is Figure 3 an enlarged view of part C in
[0028] Figure 8 is Figure 4 a D-D cross-sectional view of (only showing one set of guide wheels);
[0029] Fig. 9 This is a schematic diagram of the structure of the clamp in the purlin-type positioning tooling of the first embodiment of the utility model;
[0030] Fig.10 It is a three-dimensional schematic diagram of the purlin type positioning tooling of the second embodiment of the utility model.
[0031] In the figure:
[0032] 1. Tube-sheet combination pile; 11. Steel pipe pile; 12. Locking buckle; 13. Steel sheet pile; 2. Support frame; 21. Longitudinal beam; 22. Horizontal brace; 23. Vertical beam; 3. Positioning frame; 31. Positioning frame; 311. Anti-rotation groove; 32. Guide wheel group; 321. Mounting seat; 322. Guide roller; 3221. Wheel axle; 323. Slide; 324. Fine-tuning screw; 33. Anti-rotation assembly; 331. Anti-rotation block; 4. Hoop; 41. Hoop body; 42. Bolt assembly; 43. Limiting groove; 401. Top plate; 402. Bottom plate; 403. Side plate; 404. Reinforcing rib; 11_1; Auxiliary pile; 11_2. Steel pipe pile to be sunk. DETAILED DESCRIPTION
[0033] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0034] In the description of the present invention, it should be understood that the terms "center", "lateral", "longitudinal", "up", "down", "top", "bottom", "inside", "outside", "front", "back", "left", "right", "vertical", "horizontal", etc., indicating orientations or positional relationships, are 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, and do not indicate or imply 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 a limitation on the present invention.
[0035] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a direct connection, or an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0036] Embodiment 1:
[0037] refer to Figure 1-Figure 9 As shown, the utility model provides a purlin-type positioning tool, which is used to accurately control the offset and spacing between multiple steel pipe piles 11 arranged along a straight line, and simplify the pile sinking construction procedure of the steel pipe piles 11. The positioning tool includes a support frame 2, a limit assembly and a positioning assembly connected to the support frame 2. The support frame 2 includes two longitudinal beams 21 arranged opposite to each other, that is, the two longitudinal beams 21 are parallel to each other and arranged at intervals.
[0038] The limiting assembly includes two hoops 4 provided at both ends of the longitudinal beam 21 in the length direction. The two hoops 4 are connected between the two longitudinal beams 21, and can be connected to the top surfaces of the two longitudinal beams 21, or can be connected to the bottom surfaces of the two longitudinal beams 21. The positional relationship between the two hoops 4 is consistent with the positional relationship between the two preset auxiliary piles 11_1, that is, the plane distance between the centers of the two hoops 4 is equal to the plane distance between the centers of the two auxiliary piles 11_1. More specifically, the length direction of the longitudinal beam 21 can be set to be parallel to the center line of the two preset auxiliary piles 11_1, so that the center line of the two hoops 4 is parallel to the length direction of the longitudinal beam 21. The inner diameter of the hoop 4 is adapted to the outer diameter of the auxiliary pile 11_1; it can be understood that the spacing between the two longitudinal beams 21 is greater than the inner diameter of the hoop 4. Further explanation, through the setting of the two hoops 4, the limiting assembly in the positioning tool can reliably hold the two preset auxiliary piles 11_1, thereby realizing the installation and precise positioning of the positioning tool on the two preset auxiliary piles 11_1.
[0039] The positioning assembly includes a plurality of positioning frames 3 connected between two longitudinal beams 21 and arranged at intervals along the length direction of the longitudinal beams 21, that is, the plurality of positioning frames 3 are arranged along a straight line; the number of positioning frames 3 is at least two, and the number of positioning frames 3 in this embodiment is five, but it is not limited thereto. The plurality of positioning frames 3 can be connected to the top surface of the two longitudinal beams 21, or can be connected to the bottom surface of the two longitudinal beams 21; it should be noted that all positioning frames 3 in the positioning assembly are located between the two clamps 4 of the limiting assembly. The positional relationship between the plurality of positioning frames 3 is consistent with the positional relationship between the plurality of steel pipe piles 11_2 to be sunk arranged along a straight line, that is, the plane spacing between the centers of the plurality of positioning frames 3 is equal to the plane spacing between the centers of the plurality of steel pipe piles 11_2 to be sunk arranged along a straight line, and the centers of the plurality of positioning frames 3 are located on the same straight line. More specifically, the centers of the two preset auxiliary piles 11_1 can be set to be located on the same straight line as the centers of the plurality of steel pipe piles 11_2 to be sunk arranged along a straight line, so that the centers of the two clamps 4 and the centers of the plurality of positioning frames 3 are also located on the same straight line.
[0040] Furthermore, each positioning frame 3 includes a positioning frame 31 and at least three guide wheel groups 32 arranged at equal angles around the center of the positioning frame 31; the center of the positioning frame 31 is also the center of the positioning frame 3. The positioning frame 31 is connected to the two longitudinal beams 21. It can be understood that the positioning frame 31 has a receiving cavity that passes through from top to bottom. Considering the manufacturing convenience of the positioning frame 31 and the connection strength requirements between the positioning frame 31 and the two longitudinal beams 21, the overall shape of the positioning frame 31 can be designed to be square. The square positioning frame 31 can be welded with I-beams, so that the through-opening shape of the receiving cavity of the positioning frame 31 is also square; all the guide wheel groups 32 on the positioning frame 31 are used to contact the outer wall of the steel pipe pile 11_2 to be sunk that passes through the positioning frame 31, so as to jointly clamp and position the steel pipe pile 11_2 to be sunk and guide it during sinking; that is, the size of the receiving cavity on the positioning frame 31 is larger than the steel pipe pile 11_2 to be sunk. The outer diameter of the pipe pile 11_2 and the guide wheel groups 32 are all protruding toward the center of the positioning frame 31, and all the guide wheel groups 32 on the positioning frame 31 jointly form a clamping space for the steel pipe pile 11_2 to be sunk; specifically, the number of guide wheel groups 32 on each positioning frame 31 can be set to four, which are arranged at 90 degree intervals around the center of the positioning frame 31, and can be arranged at the four corners of the positioning frame 31, and the distance between the two opposing guide wheel groups 32 is consistent with the outer diameter of the steel pipe pile 11_2 to be sunk, thereby enabling all the guide wheel groups 32 on each positioning frame 31 to contact the outer wall of the steel pipe pile 11_2 to be sunk, so as to jointly clamp, position and guide the steel pipe pile 11_2 to be sunk.
[0041] It should be noted that, through the specific arrangement of multiple positioning frames 3 arranged along a straight line, the centers of multiple steel pipe piles 11_2 to be sunk are located on the same straight line; when the positioning tool is installed and positioned on the two preset auxiliary piles 11_1 through the limit assembly, the sinking positions of the multiple steel pipe piles 11_2 to be sunk can be accurately positioned, so there is no need to position them one by one during pile sinking, and accurate control of the offset and spacing between the multiple steel pipe piles 11_2 to be sunk arranged along a straight line can be achieved, thereby simplifying the construction procedure of the steel pipe piles 11 and improving the efficiency and quality of the pile sinking operation.
[0042] Furthermore, two anti-rotation grooves 311 are provided on the inner wall of each positioning frame 31 for accommodating the lock buckles 12 on both sides of the steel pipe piles 11_2 to be sunk, and the shape and size of the anti-rotation grooves 311 are adapted to the lock buckles 12 on the steel pipe piles 11_2 to be sunk; through the provision of multiple anti-rotation grooves 311 on the positioning frames 31, when the multiple steel pipe piles 11_2 to be sunk are inserted one by one into the multiple positioning frames 3 of the positioning tooling, the position of the lock buckle 12 on each steel pipe pile 11_2 to be sunk can be quickly and accurately controlled, and the steel pipe piles 11_2 to be sunk can be prevented from rotating themselves during piling, and the position of the lock buckles 12 on the multiple steel pipe piles 11_2 to be sunk can be kept consistent, which is convenient for the subsequent driving of the steel sheet piles 13.
[0043] In the above-mentioned exemplary embodiment, the installation and precise positioning of the positioning tool on the two preset auxiliary piles 11_1 are realized through the setting of the limiting component; the centers of the multiple steel pipe piles 11_2 to be sunk are located on the same straight line through the setting of the positioning component; therefore, when the positioning tool is installed and positioned on the two preset auxiliary piles 11_1 through the limiting component, the pile sinking positions of the multiple steel pipe piles 11_2 to be sunk can be accurately located, and the offset and spacing between the multiple steel pipe piles 11_2 to be sunk arranged along a straight line can be accurately controlled, thereby solving the problems of complicated construction procedures, low operating efficiency, and difficult control of offset and spacing between multiple steel pipe piles 11 under the existing pile sinking positioning method, improving the accuracy of pile sinking and preventing the pile body from rotating, meeting the pile sinking accuracy requirements and ensuring smooth pile sinking, and improving the efficiency and quality of pile sinking operations.
[0044] refer to Figure 1-Figure 5 , Figure 8 As shown, in some embodiments, each guide wheel group 32 includes a mounting seat 321 and a guide roller 322. The mounting seat 321 is connected to the positioning frame 31; the guide roller 322 is rotatably connected to the side of the mounting seat 321 facing the center of the positioning frame 31, and the direction of the wheel axle 3221 of the guide roller 322 is perpendicular to the axial direction of the steel pipe pile 11_2 to be sunk. The wheel surface of the guide roller 322 of all guide wheel groups 32 is used to contact the outer wall of the steel pipe pile 11_2 to be sunk. Further explanation, because the guide roller 322 can rotate around its wheel axle 3221, under the rotation and guiding action of all guide rollers 322, the steel pipe pile 11_2 to be sunk can be easily inserted into the positioning frame 3, and it is ensured that the steel pipe pile 11_2 to be sunk slides smoothly relative to the positioning frame 3 during the subsequent pile sinking, thereby improving the efficiency of the pile sinking operation.
[0045] refer to Figure 1-Figure 5 , Figure 8As shown, in some embodiments, each guide wheel group 32 further includes a slide 323 and a fine-tuning screw 324. The slide 323 is slidably connected to the mounting seat 321 in a direction toward the center of the positioning frame 31, and the guide roller 322 is rotatably connected to one end of the slide 323 facing the center of the positioning frame 31. One end of the fine-tuning screw 324 is connected to a side of the slide 323 away from the guide roller 322, and the other end passes through the mounting seat 321 and protrudes out of the mounting seat 321; the fine-tuning screw 324 is threadedly connected to the mounting seat 321. When the steel pipe pile 11_2 to be sunk is inserted into the positioning frame 3, the slide 323 is driven to slide on the mounting seat 321 by rotating the fine-tuning screw 324, thereby driving the guide roller 322 to move, so as to fine-tune the contact state between the wheel surface of the guide roller 322 and the steel pipe pile 11_2 to be sunk, thereby enabling the positioning tool to have a fine-tuning function, thereby further improving the positioning accuracy of multiple steel pipe piles 11_2 to be sunk, and the control accuracy of the offset and spacing between multiple steel pipe piles 11_2 to be sunk.
[0046] In some embodiments, the wheel surface of the guide roller 322 is made of rubber material to avoid damage or destruction to the anti-corrosion coating of the steel pipe pile 11_2 to be sunk during the pile sinking process.
[0047] refer to Figure 2 , Figure 3 , Figure 6 As shown, in some embodiments, two anti-rotation components 33 are convexly disposed on the inner wall of each positioning frame 31 , and each anti-rotation component 33 includes two anti-rotation blocks 331 disposed opposite to each other, and an anti-rotation groove 311 is formed between the two anti-rotation blocks 331 .
[0048] refer to Figure 3 , Figure 7 As shown, in some embodiments, two limiting grooves 43 for accommodating the lock buckles 12 on both sides of the preset auxiliary pile 11_1 are recessed on the inner wall of each clamp 4, and the shape and size of the limiting grooves 43 are adapted to the lock buckles 12 on the auxiliary pile 11_1; further, the two limiting grooves 43 on the clamp 4 are aligned with the two anti-rotation grooves 311 on the positioning frame 31. In actual construction, the steel pipe pile 11 that has been completed can be used as the auxiliary pile 11_1; when the positioning tool is installed on the two steel pipe piles 11 that have been completed, the limiting grooves 43 on the two clamps 4 are respectively aligned with the lock buckles 12 on the two steel pipe piles 11 that have been completed, so that when the positioning tool is installed and positioned on the two steel pipe piles 11 that have been completed, the positions of the lock buckles 12 on the multiple steel pipe piles 11_2 to be sunk are also kept consistent with the positions of the lock buckles 12 on the steel pipe piles 11 that have been completed.
[0049] refer to Figure 3 , Figure 7 , Figure 8As shown, in some embodiments, each hoop 4 includes two hoop bodies 41 arranged in an opposing manner, and both ends of the two hoop bodies 41 are connected by a bolt assembly 42. A limiting groove 43 is respectively recessed on the inner wall of each hoop body 41. This illustrative embodiment realizes the openable and closable connection of the hoop 4. When positioning the positioning tool on two preset auxiliary piles 11_1, the contact state between the hoop 4 and the auxiliary pile 11_1 can be adjusted through the bolt assembly 42, so that the two hoops 4 respectively hold the two auxiliary piles 11_1 tightly, thereby realizing the installation and precise positioning of the positioning tool on the two auxiliary piles 11_1.
[0050] In some embodiments, a rubber pad is attached to the inner wall of the hoop 4, and the hoop 4 contacts the outer wall of the auxiliary pile 11_1 through the rubber pad, avoiding damage or destruction to the anti-corrosion coating of the auxiliary pile 11_1.
[0051] Reference Fig. 9 As shown, in some embodiments, the hoop 4 includes a top plate 401, a bottom plate 402, and side plates 403 connected between the two, so that the cross-section of the hoop 4 is in a C shape; a plurality of reinforcing ribs 404 are also connected between the top plate 401 and the bottom plate 402, thereby enhancing the structural strength of the hoop 4 itself.
[0052] Reference Figure 2 、 Figure 3 As shown, in some embodiments, the support frame 2 further includes a plurality of cross braces 22 connected between the two longitudinal beams 21, and each cross brace 22 is perpendicularly connected between the two longitudinal beams 21; each positioning frame 3 is provided with cross braces 22 on both sides in the length direction of the longitudinal beam 21; thereby improving the overall structural strength of the support frame 2 and ensuring the overall structural stability of the positioning tool.
[0053] Combined with Figure 1-Figure 9 As shown, briefly describe the main steps when using the collar-type positioning tool of Embodiment 1 of the present utility model for driving a plurality of steel pipe piles 11 arranged in a straight line:
[0054] 1) First, use devices such as GPS devices and total stations to drive two auxiliary piles 11_1, and the distance between the two auxiliary piles 11_1 is greater than the span of a plurality of steel pipe piles 11_2 to be driven in a straight line; observe the deviation and verticality of the pile body during the driving process to ensure that the two auxiliary piles 11_1 are accurately positioned and the verticality is qualified; weld a bracket or set a clamp at the preset height position of the auxiliary pile 11_1; in actual construction, the already driven steel pipe piles 11 can be used as the auxiliary piles 11_1.
[0055] 2) Then, the positioning tool is installed on the two auxiliary piles 11_1; specifically, the centers of the two hoops 4 are aligned with the centers of the two auxiliary piles 11_1 respectively, and then the positioning tool is lowered until the bottom of the hoops 4 is pressed on the welded bracket or clamp of the auxiliary pile 11_1; the contact state between the hoops 4 and the auxiliary pile 11_1 is adjusted by the bolt assembly 42 to ensure that the two hoops 4 reliably hold the two auxiliary piles 11_1 respectively, so as to realize the installation and precise positioning of the positioning tool on the preset two auxiliary piles 11_1;
[0056] 3) Then, the skip driving method is used to carry out the pile driving construction of multiple steel pipe piles 11_2 to be sunk; specifically, the steel pipe piles 11_2 to be sunk are hoisted above the positioning tooling, and the center of the steel pipe pile 11_2 to be sunk is aligned with the center of the positioning frame 3 and the lock buckle 12 is aligned with the anti-rotation groove 311, and the steel pipe pile 11_2 to be sunk is lowered; when the steel pipe pile 11_2 to be sunk is inserted into the positioning frame 3, the contact state between the wheel surface of each guide roller 322 and the steel pipe pile 11_2 to be sunk is finely adjusted by the fine-tuning screw 324 to ensure that the crimping state is consistent, and then the steel pipe pile 11_2 to be sunk is driven until the steel pipe pile 11_2 to be sunk is inserted into place; after completing the pile driving operation of multiple steel pipe piles 11_2 to be sunk, the positioning tooling is hoisted off the auxiliary pile 11_1.
[0057] It should be noted that the purlin-type positioning tool of the first embodiment of the utility model is suitable for pile driving operations in pile driving construction areas with good geological conditions or when the construction personnel are highly skilled in operation; during the pile driving process, the verticality of the steel pipe pile 11_2 to be driven is controlled by adjusting the angle of the vibrating hammer, controlling the penetration speed, retaining vibration, etc. by shaking the rope.
[0058] Embodiment 2:
[0059] refer to Figure 1-Figure 10 As shown, based on the first embodiment, the utility model also provides a purlin-type positioning tool, which is suitable for pile driving operations in pile driving construction areas with average or poor geological conditions, or when the construction personnel have average operating proficiency.
[0060] The purlin-type positioning tooling of the second embodiment of the present utility model adopts an upper and lower double-layer structure, specifically: the number of the supporting frames 2 is two, the two supporting frames 2 are arranged at intervals, and the upper and lower supporting frames 2 are connected by a plurality of vertical beams 23. The number of the limiting components is two groups, the two groups of limiting components are respectively connected to the upper and lower supporting frames 2, and the clamps 4 in the two groups of limiting components are arranged in a pair of upper and lower centers; the number of the positioning components is two groups, the two groups of positioning components are respectively connected to the upper and lower supporting frames 2, and the positioning frames 3 in the two groups of positioning components are arranged in a pair of upper and lower centers; it can be understood that the center line direction of the upper and lower clamps 4 is consistent with the center line direction of the upper and lower positioning frames 3.
[0061] It is further explained that, by setting the upper and lower groups of limit assemblies, the center line direction of the upper and lower clamps 4 and the center line direction of the upper and lower positioning frames 3 are strictly consistent with the axial direction of the auxiliary pile 11_1; therefore, during the pile sinking operation, when the positioning tooling reliably clamps the two auxiliary piles 11_1, the axial direction of the steel pipe pile 11_2 to be sunk can be strictly consistent with the axial direction of the auxiliary pile 11_1, thereby quickly realizing accurate control of the verticality of the steel pipe pile 11_2 to be sunk, and reducing the difficulty of controlling the verticality of the steel pipe pile 11_2 to be sunk.
[0062] Furthermore, in the second embodiment of the utility model, the height difference H between the upper and lower double-layer support frames 2 is ≥ L / 0.5% to meet the verticality control requirements; where L is the preset adjustable range value of the centering deviation of the upper and lower layers. For example, when L = 20mm, the height difference H between the upper and lower layers of the support frames 2 is not less than 4m.
[0063] To sum up, the purlin-type positioning tool of the utility model can accurately control the deviation and spacing between multiple steel pipe piles 11 arranged along a straight line through the setting of the limit component and the positioning component, simplify the construction procedure of the steel pipe piles 11, and improve the efficiency and quality of the pile driving operation; practice has proved that after using the purlin-type positioning tool of the utility model for pile driving operation, the average daily number of piles driven is increased from 1 to 2.5, and a maximum of 3 piles can be completed, and the efficiency of the pile driving operation is significantly improved.
[0064] Finally, it should be noted that: the various embodiments in this specification are described in a progressive manner, and each embodiment focuses on the differences from other embodiments. The same or similar parts between the various embodiments can be referenced to each other.
[0065] The above embodiments are only used to illustrate the technical solution of the utility model rather than to limit it. Although the utility model is described in detail with reference to the preferred embodiments, ordinary technicians in the field should understand that the specific implementation methods of the utility model can still be modified or some technical features can be replaced by equivalents without departing from the spirit of the technical solution of the utility model, which should be included in the scope of the technical solution for which protection is requested in the utility model.
Claims
1. A purlin-type positioning tool, characterized in that: It includes a support frame, a limit assembly and a positioning assembly connected to the support frame; wherein, The support frame includes two longitudinal beams arranged opposite to each other; The limiting assembly includes two hoops provided at both ends of the longitudinal beam in the length direction, and the positional relationship between the two hoops is consistent with the positional relationship between the two preset auxiliary piles; the inner diameter of the hoops is adapted to the outer diameter of the auxiliary piles; The positioning assembly includes a plurality of positioning frames connected between two longitudinal beams and arranged at intervals along the length direction of the longitudinal beams, and the positional relationship between the plurality of positioning frames is consistent with the positional relationship between a plurality of steel pipe piles to be sunk arranged along a straight line; each of the positioning frames includes a positioning frame and at least three guide wheel groups arranged at equal angles around the center of the positioning frame, and all of the guide wheel groups are used to contact the outer wall of the steel pipe pile to be sunk passing through the positioning frame, so as to jointly guide the steel pipe pile to be sunk; the inner wall of each of the positioning frames is provided with two anti-rotation grooves for accommodating the lock buckles on both sides of the steel pipe pile to be sunk.
2. The purlin type positioning tool according to claim 1, characterized in that: There are two support frames, which are spaced apart from each other in an upper and lower direction, and are connected by a plurality of vertical beams; there are two groups of limit assemblies, which are respectively connected to the upper and lower support frames, and the clamps in the two groups of limit assemblies are centrally arranged in a pair up and down; there are two groups of positioning assemblies, which are respectively connected to the upper and lower support frames, and the positioning frames in the two groups of positioning assemblies are centrally arranged in a pair up and down.
3. The purlin type positioning tool according to claim 1 or 2, characterized in that: Each of the guide wheel groups includes a mounting seat and a guide roller; the mounting seat is connected to the positioning frame; the guide roller is rotatably connected to the side of the mounting seat facing the center of the positioning frame, and the wheel axis direction of the guide roller is perpendicular to the axial direction of the steel pipe pile to be sunk; the wheel surfaces of the guide rollers of all the guide wheel groups are used to contact the outer wall of the steel pipe pile to be sunk.
4. The purlin type positioning tool according to claim 3 is characterized in that: Each of the guide wheel groups also includes a slide and a fine-tuning screw; the slide is slidably connected to the mounting seat in the direction toward the center of the positioning frame, and the guide roller is rotatably connected to one end of the slide toward the center of the positioning frame; one end of the fine-tuning screw is connected to the side of the slide away from the guide roller, and the other end passes through the mounting seat and protrudes out of the mounting seat; the fine-tuning screw is threadedly connected to the mounting seat, and the slide is driven to slide on the mounting seat by rotating the fine-tuning screw to adjust the contact state between the wheel surface of the guide roller and the steel pipe pile to be sunk.
5. The purlin type positioning tool according to claim 3, characterized in that: The wheel surface of the guide roller is made of rubber.
6. The purlin type positioning tool according to claim 1 or 2, characterized in that: Two anti-rotation components are convexly disposed on the inner wall of each positioning frame. Each anti-rotation component includes two anti-rotation blocks that are disposed opposite to each other. The anti-rotation groove is formed between the two anti-rotation blocks.
7. The purlin type positioning tool according to claim 1 or 2, characterized in that: Two limiting grooves for accommodating the locking buckles on both sides of the preset auxiliary pile are recessed on the inner wall of each of the clamps.
8. The purlin type positioning tool according to claim 7, characterized in that: Each of the hoop bodies comprises two hoop bodies which are arranged opposite to each other, and the two ends of the two hoop bodies are connected by a bolt assembly; and a limiting groove is concavely provided on the inner wall of each hoop body.
9. The purlin type positioning tool according to claim 7, characterized in that: A rubber pad is attached to the inner wall of the clamp, and the clamp contacts the outer wall of the auxiliary pile through the rubber pad.
10. The purlin type positioning tool according to claim 1, characterized in that: The support frame further comprises a plurality of cross braces connected between the two longitudinal beams, and each of the positioning frames is provided with the cross braces on both sides in the length direction of the longitudinal beam.