Portable limiter for vertical column in cast-in-place pile and limiting method of portable limiter
By designing a portable stopper and using a bracket and clamping system, the problem of difficulty in maintaining vertical columns during casting piles is solved, achieving efficient construction and reducing connection errors.
Patent Information
- Application Number
- CN202510453900.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-11
- Publication Date
- 2025-06-10
AI Technical Summary
In the construction of solar brackets, due to improper construction operation or external interference during casting piles, it is difficult for the column to remain vertical, resulting in connection errors with the brackets, and the existing manual adjustment methods are inefficient.
A portable limiter is designed, including a support ring, a bracket, a leveling ring, a support rod and a clamp, and the support ring is supported by a support ring to directly above the filling pile hole, adjusting the leveling ring and a support rod to clamp the column and maintaining its perpendicularity.
It realizes the rapid installation of limiters when pouring piles, ensures column perpendicularity, improves construction efficiency, and reduces connection errors.
Smart Images

Figure CN120119644A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of building construction, and particularly to a portable limiter for an inner column of a cast-in-place pile and a limiting method thereof. Background Art
[0002] In the construction of a solar bracket, it is often necessary to use a cast-in-place pile to fix a column: insert the column into the pile hole and then pour concrete into the pile hole, and the column is fixed after the concrete solidifies. However, during the casting process of the cast-in-place pile, due to improper construction operations, external force interference, or soil disturbance, the column is often difficult to maintain verticality, resulting in a connection error with the bracket in the later stage. On-site, the method of manually adjusting the verticality of the column is usually adopted, but this method is inefficient and is easily restricted by the construction environment. Summary of the Invention
[0003] The purpose of the present invention is to overcome the defects of the prior art and provide a portable limiter for an inner column of a cast-in-place pile and a limiting method thereof, which can be quickly installed in place, clamp and limit the column during the casting of the cast-in-place pile, maintain the verticality of the column, and improve the construction efficiency.
[0004] To achieve the above purpose, the technical solution adopted by the present invention for a portable limiter for an inner column of a cast-in-place pile includes:
[0005] A support ring;
[0006] A bracket for supporting the support ring directly above the pile hole of the cast-in-place pile;
[0007] A leveling ring, the leveling ring is located at the top of the support ring, and a plurality of leveling knobs are connected between the leveling ring and the support ring at intervals;
[0008] A support rod rotatable about an axis perpendicular to the leveling ring, one end of the support rod is rotatably connected to the top of the leveling ring, and the length of the support rod is not less than the diameter of the leveling ring;
[0009] A clamping member for clamping the column, the clamping member is slidably connected to the support rod along the length direction of the support rod.
[0010] The portable limiter for an inner column of a cast-in-place pile of the present invention is further improved in that a spirit level is connected to the top of the leveling ring.
[0011] The portable limiter for an inner column of a cast-in-place pile of the present invention is further improved in that the bracket includes a plurality of legs with adjustable lengths, and the plurality of legs are hinged to the outer periphery of the support ring at intervals.
[0012] A further improvement of the portable limiter for the inner column of the cast-in-place pile is that a pointed tip for inserting into the ground is connected to one end of the leg relatively far from the support ring.
[0013] A further improvement of the portable limiter for the inner column of the cast-in-place pile is that the support rod and the leveling ring are connected by a second bolt. A threaded hole is vertically opened at the top of the leveling ring. One end of the screw rod of the second bolt is screwed into the threaded hole, and the other end extends out of the leveling ring and forms an extension section. The support rod is rotatably sleeved on the extension section, and the nut of the second bolt is screwed and sleeved on the extension section to limit the rotation of the support rod by locking to the extension section.
[0014] A further improvement of the portable limiter for the inner column of the cast-in-place pile is that one end of the clamping member is connected with a connecting rod. The connecting rod and the support rod are connected by a third bolt. The connecting rod is rotatably sleeved on the screw rod of the third bolt. A through groove for the screw rod of the third bolt to slide through is opened along the length direction of the support rod. The diameters of the bolt head and the nut of the third bolt are both larger than the through groove.
[0015] A method for limiting the position of the inner column of a cast-in-place pile includes the steps:
[0016] Step 1: Provide the above-mentioned portable limiter for the inner column of the cast-in-place pile;
[0017] Step 2: Use a bracket to support the support ring directly above the pile hole of the cast-in-place pile;
[0018] Step 3: Adjust a plurality of leveling knobs until the leveling ring is in a horizontal state;
[0019] Step 4: Rotate the support rod around the axis perpendicular to the leveling ring and slide and adjust the position of the clamping member on the support rod until the clamping member moves to the designed installation position of the column;
[0020] Step 5: Insert the column into the pile hole of the cast-in-place pile and use the clamping member to clamp and limit it;
[0021] Step 6: Pour concrete into the pile hole of the cast-in-place pile to anchor the column therein.
[0022] A further improvement of the method for limiting the position of the inner column of the cast-in-place pile of the present invention is that a spirit level is connected to the top of the leveling ring;
[0023] When performing the above step 3, adjust a plurality of leveling knobs until the bubble in the spirit level is centered.
[0024] A further improvement of the limiting method for the inner column in the cast-in-place pile of the present invention lies in that the support rod is connected to the leveling ring through a second bolt. A threaded hole is vertically opened at the top of the leveling ring. One end of the screw rod of the second bolt is screwed into the threaded hole, and the other end extends out of the leveling ring and forms an extension section. The support rod is rotatably sleeved on the extension section, and the nut of the second bolt is screwed and sleeved on the extension section;
[0025] When performing the above step 4, after rotating the support rod in place, screw the nut of the second bolt to clamp the support rod between the nut of the second bolt and the leveling ring, restricting the rotation of the support rod.
[0026] A further improvement of the limiting method for the inner column in the cast-in-place pile of the present invention lies in that one end of the clamping member is connected with a connecting rod. The connecting rod is connected to the support rod through a third bolt. The connecting rod is rotatably sleeved on the screw rod of the third bolt. A through groove for the screw rod of the third bolt to slide through is opened along the length direction of the support rod. The diameters of the bolt head and the nut of the third bolt are both larger than the through groove;
[0027] When performing the above step 4, after the hoop moves to the designed installation position of the column, screw the nut of the third bolt to clamp the connecting rod between the nut of the third bolt and the support rod, restricting the sliding and rotation of the connecting rod.
[0028] Compared with the prior art, the advantages of the present invention are as follows:
[0029] The clamping member can slide along the support rod, and the support rod can also rotate around the axis perpendicular to the leveling ring. The clamping member can be flexibly adjusted to the designed installation position of the column. BRIEF DESCRIPTION OF THE DRAWINGS
[0030] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the following will briefly introduce the drawings required for the description of the embodiments. Obviously, the following drawings are only some embodiments of the present invention. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative efforts.
[0031] Figure 1 It is a schematic diagram of the use state of the portable limiter for the inner column in the cast-in-place pile of the present invention.
[0032] Figure 2 It is the main structural view of the portable limiter for the inner column in the cast-in-place pile of the present invention.
[0033] Figure 3 It is the top structural view of the portable limiter for the inner column in the cast-in-place pile of the present invention.
[0034] In the figure: 1, vertical column; 2, support ring; 3, leveling ring; 4, leg; 5, cast-in-place pile; 6, leveling knob; 7, support rod; 8, through groove; 9, clamping member; 10, connecting rod. Specific embodiments
[0035] The following uses specific specific examples to illustrate the implementation manners of the present invention. Those skilled in the art can easily understand other advantages and effects of the present invention from the content disclosed in this specification. The present invention can also be implemented or applied through other different specific implementation manners. Various details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention.
[0036] The following further elaborates in detail on the portable limiter for the vertical column in the cast-in-place pile and its limiting method of the present invention in conjunction with the accompanying drawings and specific embodiments.
[0037] Please refer to Figures 1 to 3 As shown, the portable limiter for the vertical column in the cast-in-place pile includes:
[0038] Support ring 2;
[0039] A bracket for supporting the support ring 2 directly above the pile hole of the cast-in-place pile 5;
[0040] Leveling ring 3, the leveling ring 3 is located at the top of the support ring 2, and a plurality of leveling knobs 6 are connected at intervals between the leveling ring 3 and the support ring 2;
[0041] A support rod 7 that can rotate around an axis perpendicular to the leveling ring 3, one end of the support rod 7 is rotatably connected to the top of the leveling ring 3, and the length of the support rod 7 is not less than the diameter of the leveling ring 3;
[0042] A clamping member 9 for clamping the vertical column 1, and the clamping member 9 is slidably connected to the support rod 7 along the length direction of the support rod 7.
[0043] By providing a plurality of the leveling knobs 6, when using the bracket to limit the support ring 2, it is not necessary to adjust the support ring 2 to be horizontal. It is only necessary to adjust the plurality of leveling knobs 6 to adjust the leveling ring 3 to a horizontal state.
[0044] Preferably, a spirit level is connected to the top of the leveling ring 3.
[0045] By providing the spirit level, it is possible to determine whether the horizontal ring is adjusted to be horizontal according to whether the bubble in the spirit level is centered.
[0046] Preferably, the bracket includes a plurality of legs 4 with adjustable lengths, and the plurality of legs 4 are hinged at intervals to the outer periphery of the support ring 2.
[0047] By setting the leg 4 to be adjustable in length, it is convenient to set up in various geomorphic environments, improving the practicability.
[0048] Specifically, the leg 4 includes:
[0049] A sleeve, the top end of which is pivotally hinged to the support ring 2 so as to be swingable up and down;
[0050] A core rod, which is slidably inserted into the bottom end of the sleeve;
[0051] A first bolt for limiting the core rod. A first connection hole is provided on the sleeve for the first bolt to pass through, and a plurality of second connection holes for the first bolt to selectively pass through are provided at intervals along the length direction on the core rod.
[0052] Preferably, a pointed head for inserting into the ground is connected to the end of the leg 4 relatively far from the support ring 2.
[0053] Specifically, the pointed head is connected to the bottom end of the core rod.
[0054] Preferably, the support rod 7 and the leveling ring 3 are connected by a second bolt. A threaded hole is vertically provided at the top of the leveling ring 3. One end of the screw rod of the second bolt is screwed into the threaded hole, and the other end extends out of the leveling ring 3 and forms an extension section. The support rod 7 is rotatably sleeved on the extension section, and the nut of the second bolt is threadedly sleeved on the extension section and is locked to the extension section to limit the rotation of the support rod 7.
[0055] By tightening the nut of the second bolt, the support rod 7 is clamped between the nut of the second bolt and the leveling ring 3, that is, the support rod 7 is clamped and limited, and the rotation of the support rod 7 is restricted.
[0056] Preferably, one end of the clamping member 9 is connected with a connecting rod 10. The connecting rod 10 and the support rod 7 are connected by a third bolt. The connecting rod 10 is rotatably sleeved on the screw rod of the third bolt. A through groove 8 for the screw rod of the third bolt to slide through is provided along the length direction on the support rod 7. The diameters of the bolt head and the nut of the third bolt are both larger than the through groove 8.
[0057] By tightening the nut of the third bolt, the connecting rod 10 is clamped between the nut of the third bolt and the support rod 7, and the rotation and sliding of the connecting rod 10 can be restricted, so that the clamping member 9 is kept stable.
[0058] Specifically, the clamping member 9 is a U-shaped hoop. The outer side of the web of the U-shaped hoop is connected with the connecting rod 10. A fastening bolt for tightening the two flange plates to clamp the column 1 is connected between the two flange plates of the U-shaped hoop, and the two flange plates have ductility.
[0059] When the limiting column 1 is needed, place the column 1 between the two flange plates of the U-shaped hoop, and turn the fastening bolt so that the two flange plates approach each other and clamp the column 1.
[0060] Specifically, an anti-slip pad is connected between the two flange plates of the hoop 9.
[0061] By setting the anti-slip pad, when the column 1 is clamped by the hoop 9, the clamping stability of the column 1 is ensured.
[0062] A method for limiting the position of a column in a cast-in-place pile includes the steps of:
[0063] Step 1: Provide the above-mentioned portable position limiter for the column in the cast-in-place pile;
[0064] Step 2: Use a bracket to support the support ring 2 directly above the pile hole of the cast-in-place pile 5;
[0065] Step 3: Adjust a plurality of leveling knobs 6 until the leveling ring 3 is in a horizontal state;
[0066] Step 4: Rotate the support rod 7 around the axis perpendicular to the leveling ring 3, and slide and adjust the position of the clamping member 9 on the support rod 7 until the clamping member 9 moves to the designed installation position of the column 1;
[0067] Step 5: Insert the column 1 into the pile hole of the cast-in-place pile 5 and use the clamping member 9 to clamp and limit it;
[0068] Step 6: Pour concrete into the pile hole of the cast-in-place pile 5 to anchor the column 1 therein.
[0069] Preferably, a spirit level is connected to the top of the leveling ring 3;
[0070] When performing the above step 3, adjust a plurality of leveling knobs 6 until the bubble in the spirit level is centered.
[0071] Preferably, the support rod 7 and the leveling ring 3 are connected by a second bolt. A threaded hole is vertically opened at the top of the leveling ring 3. One end of the screw rod of the second bolt is screwed into the threaded hole, and the other end extends out of the leveling ring 3 and forms an extension section. The support rod 7 is rotatably sleeved on the extension section, and the nut of the second bolt is screwed and sleeved on the extension section;
[0072] When performing the above step 4, after the support rod 7 is rotated in place, screw the nut of the second bolt to clamp the support rod 7 between the nut of the second bolt and the leveling ring 3 to limit the rotation of the support rod 7.
[0073] Preferably, one end of the clamping member 9 is connected with a connecting rod 10. The connecting rod 10 and the supporting rod 7 are connected by a third bolt. The connecting rod 10 is rotatably sleeved on the screw rod of the third bolt. A through groove 8 for the screw rod of the third bolt to slide through is formed in the supporting rod 7 along the length direction. The diameters of the bolt head and the nut of the third bolt are both larger than the through groove 8.
[0074] When performing the above step 4, after the hoop is moved to the designed installation position of the column 1, screw the nut of the third bolt to clamp the connecting rod 10 between the nut of the third bolt and the supporting rod 7, restricting the sliding and rotation of the connecting rod 10.
[0075] It should be noted that the structures, ratios, sizes, etc. shown in the drawings of this specification are only used to cooperate with the content disclosed in the specification for those who are familiar with this technology to understand and read, and are not used to limit the limiting conditions under which the present invention can be implemented. Therefore, they do not have any technical substance. Any modification of the structure, change of the proportional relationship or adjustment of the size, without affecting the effects that the present invention can produce and the purposes that can be achieved, should still fall within the scope that can be covered by the technical content disclosed in the present invention. At the same time, the terms such as "upper", "lower", "left", "right", "middle" and "one" cited in this specification are only for the convenience of clear narration, and are not used to limit the scope in which the present invention can be implemented. The change or adjustment of their relative relationships, without substantial change in the technical content, should also be regarded as the scope in which the present invention can be implemented.
[0076] The above are only the preferred embodiments of the present invention, and do not make any form of limitation to the present invention. Although the present invention has been disclosed above with the preferred embodiments, it is not used to limit the present invention. Any person skilled in the art, within the scope of the technical solution of the present invention, can make some changes or modifications to the above-disclosed technical content to form equivalent embodiments of equivalent changes. However, as long as it does not depart from the technical solution of the present invention, any simple modification, equivalent change and modification made to the above embodiments according to the technical essence of the present invention still fall within the scope of the technical solution of the present invention.
Claims
1. A portable stopper for a cast-in-place pile column, characterized in that: include: Support ring; A bracket for supporting the support ring to be directly above the pile hole of the cast-in-place pile; A leveling ring, the leveling ring is located on the top of the support ring, and a plurality of leveling knobs are connected between the leveling ring and the support ring at intervals; A support rod rotatable around an axis perpendicular to the leveling ring, one end of the support rod being rotatably connected to the top of the leveling ring, and the length of the support rod being not less than the diameter of the leveling ring; A clamping piece for clamping a column, wherein the clamping piece is slidably connected to the support rod along the length direction of the support rod.
2. The portable stopper for the inner column of the cast-in-place pile according to claim 1, characterized in that: The top of the leveling ring is connected with a level bubble.
3. The portable stopper for the inner column of the cast-in-place pile according to claim 1, characterized in that: The bracket comprises a plurality of legs with adjustable lengths, and the plurality of legs are hinged to the outer periphery of the support ring at intervals.
4. The portable stopper for the inner column of the cast-in-place pile according to claim 3, characterized in that: One end of the leg relatively away from the support ring is connected with a pointed head for being inserted into the ground.
5. The portable stopper for the inner column of the cast-in-place pile according to claim 1, characterized in that: The support rod and the leveling ring are connected by a second bolt, and a threaded hole is vertically opened on the top of the leveling ring. One end of the screw rod of the second bolt is threadedly connected to the threaded hole, and the other end extends out of the leveling ring to form an extension section. The support rod is rotatably mounted on the extension section, and the nut of the second bolt is threadably mounted on the extension section and is locked to the extension section to limit the rotation of the support rod.
6. The portable stopper for the inner column of a cast-in-place pile according to claim 1, characterized in that: A connecting rod is connected to one end of the clamping member, and the connecting rod is connected to the support rod by a third bolt. The connecting rod is rotatably sleeved on the screw rod of the third bolt, and a through groove is opened on the support rod along the length direction for the screw rod of the third bolt to slide through, and the diameters of the bolt head and the nut of the third bolt are both larger than the through groove.
7. A method for limiting the position of a column in a cast-in-place pile, characterized in that: Includes steps: Step 1: providing a portable stopper for a cast-in-place pile column as claimed in claim 1; Step 2: Use a bracket to support the support ring to just above the pile hole of the cast-in-place pile; Step 3: Adjust multiple leveling knobs until the leveling ring is in a horizontal state; Step 4: Rotate the support rod around an axis perpendicular to the leveling ring, and slide and adjust the position of the clamp on the support rod until the clamp moves to the designed installation position of the column; Step 5: insert the column into the pile hole of the cast-in-place pile and clamp it in position using the clamping member; Step 6: Pour concrete into the pile hole of the cast-in-place pile and anchor the column therein.
8. The limiting method for a column in a cast-in-place pile according to claim 7, characterized in that: The top of the leveling ring is connected with a level bubble; When performing step 3 above, adjust the multiple leveling knobs until the bubble in the vial is centered.
9. The limiting method for a column in a cast-in-place pile according to claim 7, characterized in that: The support rod is connected to the leveling ring by a second bolt, a threaded hole is vertically opened on the top of the leveling ring, one end of the screw rod of the second bolt is threadedly connected to the threaded hole, and the other end extends out of the leveling ring to form an extension section, the support rod is rotatably sleeved on the extension section, and the nut of the second bolt is threadedly sleeved on the extension section; When executing the above step 4, after the support rod is rotated into place, the nut of the second bolt is screwed to clamp the support rod between the nut of the second bolt and the leveling ring to limit the rotation of the support rod.
10. The limiting method for a column in a cast-in-place pile according to claim 7, characterized in that: One end of the clamping member is connected to a connecting rod, and the connecting rod is connected to the support rod by a third bolt. The connecting rod is rotatably sleeved on the screw rod of the third bolt, and a through slot is provided on the support rod along the length direction for the screw rod of the third bolt to slide through, and the diameters of the bolt head and the nut of the third bolt are both larger than the through slot; When executing the above step 4, after the clamp moves to the designed installation position of the column, the nut of the third bolt is screwed to clamp the connecting rod between the nut of the third bolt and the support rod to limit the sliding and rotation of the connecting rod.