Data processing method for lead hole filling of fore shaft steel pipe pile

Abstract

The invention relates to a data processing method for lead hole filling of a fore shaft steel pipe pile, which belongs to the technical field of electric digital data processing and comprises the following steps of: 1) placing and fixing a plurality of steel pipe piles which are linearly connected together in lead holes in a lead hole contour line; (2) filling materials into each steel pipe pile, and monitoring and collecting filling material height data in each steel pipe pile; (3) vibration knocking is conducted on all the steel pipe piles, and vertical condition data of all the steel pipe piles are monitored and collected; (4) the operation in the step (2) is repeated until all the steel pipe piles are filled with the filler, and data about whether all the steel pipe piles are filled with the filler or not are monitored and collected; (5) stopping filling the interior of each steel pipe pile; the method has the beneficial effects that the height data of the filler in each steel pipe pile, the vertical condition data of each steel pipe pile and the data of whether each steel pipe pile is filled with the filler are analyzed, and the collected process data of the filler in the steel pipe piles are processed.

Description

Technical Field

[0001] The invention belongs to the technical field of electric digital data processing, and in particular relates to a data processing method for a locking steel pipe pile hole filling material. Background Art

[0002] The steel pipe pile slotting adopts the hole-making process of impact hammer (or rotary drilling), which is to use the impact hammer of the punching drill to lift the hammer, drop the hammer and drill the hammer. Through continuous lifting, dropping and rotating the hammer, that is, repeated impact and rotation, the bottom of the guide hole is dug so that the hole is within the guide hole contour (such as Figure 1 As shown) form a lead hole.

[0003] After forming the guide hole within the guide hole outline, make an adjustable and positioned steel section (such as Figure 2 As shown), multiple straight-line connected steel pipe piles are placed in an adjustable and positionable steel section, and the steel section is adjusted to be adjustable and positionable so that the multiple straight-line connected steel pipe piles are fastened in the adjustable and positionable steel section.

[0004] A plurality of steel pipe piles connected in a straight line are placed together in a guide hole in the guide hole contour line by means of adjustable and positionable steel sections. After each steel pipe pile is fixed in the guide hole, the interior of each steel pipe pile is filled.

[0005] However, the process of filling the interior of each steel pipe pile needs to be monitored, and the monitored and collected process data of the filling inside each steel pipe pile needs to be processed or analyzed. Summary of the invention

[0006] The technical problem to be solved by the present invention is how to process the collected process data of the filling inside the steel pipe pile. The present invention provides a data processing method for the filling of the locking steel pipe pile hole, analyzes the filling height data in each steel pipe pile, vibrates and knocks each steel pipe pile, analyzes the vertical situation data of each steel pipe pile, and after each steel pipe pile is filled with the filling, analyzes the data of whether each steel pipe pile is full of the filling, thereby realizing the data processing of the collected process data of the filling inside the steel pipe pile.

[0007] In order to achieve the above object, the present invention is implemented by the following technical solutions:

[0008] A data processing method for a locking steel pipe pile hole filling material comprises the following steps:

[0009] Step 1): placing a plurality of straight-line connected steel pipe piles together in the lead hole in the lead hole outline, and fixing the plurality of straight-line connected steel pipe piles in the lead hole;

[0010] Step 2): Fill each steel pipe pile with filler, monitor and collect filler height data in each steel pipe pile; wherein, a real-time filler height data analysis method is used to analyze the filler height data in each steel pipe pile;

[0011] Step 3): vibrate and knock each steel pipe pile, monitor and collect vertical data of each steel pipe pile; wherein the vertical data of each steel pipe pile is analyzed by vertical vector data analysis method;

[0012] Step 4): Repeat the operation of step 2) until each steel pipe pile is filled with filler, monitor and collect data on whether each steel pipe pile is filled with filler; wherein, a quantitative height data analysis method is used to analyze the data on whether each steel pipe pile is filled with filler;

[0013] Step 5): Stop filling each steel pipe pile.

[0014] Optionally, in step 1), a plurality of guide holes are opened in the guide hole contour line, a plurality of steel pipe piles connected in a straight line are placed together in each guide hole in the guide hole contour line, and each steel pipe pile is placed in each corresponding guide hole.

[0015] Optionally, in step 2), fillers are added to each steel pipe pile at the same time, and filler height data in each steel pipe pile is monitored and collected.

[0016] Optionally, in step 2), the real-time packing height data analysis method is the following formula (1):

[0017] (1);

[0018] in, For the The height of the filling material inside the steel pipe pile is based on the height of the filling material inside the steel pipe pile. The filling material inside the steel pipe pile is carried out from bottom to top. The number of roots of the steel pipe pile is root, To select the operation of steel pipe piles;

[0019] In order to Among the steel pipe piles, select The height of the filling material inside the steel pipe pile of each steel pipe pile;

[0020] To select the time operation, select time;

[0021] For the moment, select The height of the filling material inside the steel pipe piles;

[0022] To calculate the The height of the internal filling of a steel pipe pile.

[0023] Optionally, in step 3), each steel pipe pile is vibrated and struck simultaneously to make the internal filling of each steel pipe pile tight, and then the data of whether each steel pipe pile tilts together is monitored and collected.

[0024] Optionally, in step 3), the vertical vector data analysis method is the following formula (2):

[0025] (2);

[0026] in, For the Steel pipe piles, From the first steel pipe pile to the Steel pipe piles, From the first steel pipe pile to the A collection of steel pipe piles;

[0027] is the reference horizontal plane, To set the reference level, is towards the reference horizontal plane;

[0028] From the first steel pipe pile to the The steel pipe piles are oriented together towards the reference horizontal plane.

[0029] To determine the distance from the first steel pipe pile to the Whether the steel pipe piles are operated together towards the reference horizontal plane; To determine the distance from the first steel pipe pile to the The result of whether the steel pipe piles are facing the reference horizontal plane together.

[0030] Optionally, in step 4), after each steel pipe pile is filled with filler, it is monitored and collected whether the height of the filler in each steel pipe pile is at the same height.

[0031] Optionally, in step 4), the quantitative height data analysis method is the following formula (3):

[0032] (3);

[0033] in, It is the height of the steel pipe pile after it is filled with filler. For the The height of the steel pipe pile after it is filled with filler. Representative The steel pipe piles are filled with fillers, and the number of steel pipe piles is root, For the After the inside of the steel pipe pile is filled with fillers, the height of the steel pipe pile after it is filled with fillers is collected;

[0034] To connect the height data of the first steel pipe pile after it is filled with filler to the The height data of the root canal post after it is filled with filler;

[0035] The height data of the first steel pipe pile after it is filled with filler to the The height data of the root canal post after it is filled with filler;

[0036] To monitor the height data of the first steel pipe pile after it is filled with filler to the The height data of the root canal post after it is filled with filler;

[0037] To monitor the height of the first steel pipe pile after it is filled with filler to the Whether the height of the root canal post after it is filled with filler is all equal;

[0038] To determine the height of the first steel pipe pile after it is filled with filler to the Are the heights of the root canal posts all equal after they are filled with filler?

[0039] Optionally, in step 5), the fillers in each steel pipe pile overflow to the outside of the steel pipe pile, and filling in each steel pipe pile is stopped.

[0040] Beneficial effects of the present invention:

[0041] The present invention fills each steel pipe pile with filler, adopts a real-time filler height data analysis method to analyze filler height data in each steel pipe pile, vibrates and knocks each steel pipe pile, adopts a vertical vector data analysis method to analyze vertical situation data of each steel pipe pile, and after each steel pipe pile is filled with filler, adopts a quantitative height data analysis method to analyze data on whether each steel pipe pile is full of filler, thereby realizing data processing of the collected process data of filler inside the steel pipe pile. BRIEF DESCRIPTION OF THE DRAWINGS

[0042] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0043] Figure 1 It is a schematic diagram of the structure of a plurality of linearly connected steel pipe piles inserted into guide holes in a top view according to the present invention;

[0044] Figure 2 It is a schematic structural diagram of each steel pipe pile of a plurality of steel pipe piles connected in a straight line, which is clamped by the regulated and positioned steel section of the present invention;

[0045] Figure 3 It is the work flow chart of the present invention. DETAILED DESCRIPTION

[0046] The embodiments of the present application are described in detail below with reference to the accompanying drawings.

[0047] In the description of the present application, it should be understood that the terms "center", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", 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 application 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 application.

[0048] In the description of this application, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be welding, data connection, bolt connection, or riveting; it can be fixed connection, detachable connection, or integral connection; it can be mechanical connection or electrical connection; it can be directly connected, or indirectly connected 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 this application can be understood according to specific circumstances.

[0049] Embodiment 1;

[0050] like Figure 1 As shown, within the lead hole outline, the lead hole is constructed by the pile jumping method of the impact hammer, that is, the left and right ends within the lead hole outline adopt the hole-making sequence of A1→A2→B1→A3→B2→B3 to construct the lead hole, and multiple lead holes are opened. Multiple lead holes (i.e., the positions of each steel pipe pile, because the steel pipe pile is inserted into the lead hole).

[0051] After each of the multiple straight-line connected steel pipe piles is inserted into each corresponding lead hole, the outside of each steel pipe pile is buried in the yellow mud by filling with yellow mud. Each steel pipe pile is buried in the yellow mud to a certain depth, and the outside of each steel pipe pile is fixed by the yellow mud.

[0052] Embodiment 2;

[0053] like Figure 2 As shown, multiple straight-line connected steel pipe piles are clamped inside the steel pipe piles by using adjustable and positioned steel sections, and the adjustable and positioned steel sections are fixed again by fasteners such as bolts or screws, so that the interiors of multiple straight-line connected steel pipe piles can be filled together.

[0054] Embodiment 3;

[0055] Based on Example 1-Example 2, as Figure 3 As shown, this embodiment provides a data processing method for a locking steel pipe pile hole filling material, comprising the following steps:

[0056] Step 1): placing a plurality of straight-line connected steel pipe piles together in the lead hole in the lead hole outline, and fixing the plurality of straight-line connected steel pipe piles in the lead hole;

[0057] Step 2): Fill each steel pipe pile with filler, monitor and collect filler height data in each steel pipe pile; wherein, a real-time filler height data analysis method is used to analyze the filler height data in each steel pipe pile;

[0058] Step 3): vibrate and knock each steel pipe pile, monitor and collect vertical data of each steel pipe pile; wherein the vertical data of each steel pipe pile is analyzed by vertical vector data analysis method;

[0059] Step 4): Repeat the operation of step 2) until each steel pipe pile is filled with filler, monitor and collect data on whether each steel pipe pile is filled with filler; wherein, a quantitative height data analysis method is used to analyze the data on whether each steel pipe pile is filled with filler;

[0060] Step 5): Stop filling each steel pipe pile.

[0061] Specifically, in step 1), a plurality of lead holes are opened in the lead hole outline, a plurality of steel pipe piles connected in a straight line are placed together in each lead hole in the lead hole outline, and each steel pipe pile is placed in each corresponding lead hole.

[0062] In step 2), fillers are added to each steel pipe pile at the same time, and real-time monitoring and collection are performed to determine whether the fillers in each steel pipe pile are synchronized. That is to say, fillers are added to each steel pipe pile at the same time, and the fillers in each steel pipe pile are synchronized, so the fillers in each steel pipe pile are at a uniform height no matter in which small time period (such as 1S). The filler height data collected is the data that the fillers in each steel pipe pile are at a uniform height.

[0063] Furthermore, in step 2), the real-time packing height data analysis method is the following formula (1):

[0064] (1);

[0065] in, For the The height of the filling inside the steel pipe pile. The filling inside the steel pipe pile is carried out from bottom to top; the number of steel pipe piles has root, To select the operation of steel pipe piles;

[0066] In order to Among the steel pipe piles, select The height of the filling material inside the steel pipe piles;

[0067] To select the time operation, select time;

[0068] For the moment, select The height of the filling material inside the steel pipe piles;

[0069] To calculate the The height of the internal filling of a steel pipe pile.

[0070] Specifically, in the data processing system, Represented by At this moment, calculate The height of the internal filling material of the steel pipe pile ; Similarly, In becomes hour, It represents the height of the filling material inside the first steel pipe pile at the first moment. , and so on, In becomes hour, Represented by At this moment, calculate The height of the internal filling material of the steel pipe pile . Among them, the first moment... Moment... The time is the calculation time of each data or the processing time of each data in the data processing system.

[0071] In the case of formula (1), when the filling in each steel pipe pile is carried out synchronously and the filling height in each steel pipe pile reaches the same or uniform height, the height of the filling inside the steel pipe pile of the first steel pipe pile is calculated at the first moment by using the calculation time of the data processing system, and the height of the filling inside the steel pipe pile of the first steel pipe pile is calculated at the first moment. Time calculation The height of the internal filling material of the steel pipe pile is Time calculation The height of the internal filling of a steel pipe pile.

[0072] In step 3), each steel pipe pile is vibrated and knocked at the same time to make the internal filling of each steel pipe pile tight, and then the data of whether each steel pipe pile tilts together is monitored and collected. Because a plurality of steel pipe piles connected in a straight line are fastened in an adjustable and positionable steel section, each steel pipe pile is in its own lead hole, and when each steel pipe pile is vibrated and knocked at the same time, each steel pipe pile will tilt together.

[0073] Furthermore, in step 3), the vertical vector data analysis method is the following formula (2):

[0074] (2);

[0075] in, For the Steel pipe piles, From the first steel pipe pile to the Steel pipe piles, From the first steel pipe pile to the A collection of steel pipe piles;

[0076] is the reference horizontal plane, To set the reference level, is towards the reference horizontal plane;

[0077] From the first steel pipe pile to the The steel pipe piles are oriented together towards the reference horizontal plane.

[0078] To determine the distance from the first steel pipe pile to the Whether the steel pipe piles are operated together towards the reference horizontal plane; To determine the distance from the first steel pipe pile to the The result of whether the steel pipe piles are facing the reference horizontal plane together.

[0079] The judgment result is: if the first steel pipe pile to the If all the steel pipe piles are tilted toward the reference horizontal plane, then all the steel pipe piles will tilt toward the reference horizontal plane. Otherwise, the first steel pipe pile to the The steel pipe piles will not tilt together towards the reference horizontal plane.

[0080] In step 4), after each steel pipe pile is filled with filler, it is monitored and collected whether the height of the filler in each steel pipe pile is the same or uniform height.

[0081] Specifically, in step 4), the quantitative height data analysis method is the following formula (3):

[0082] (3);

[0083] in, It is the height of the steel pipe pile after it is filled with filler. For the The height of the steel pipe pile after it is filled with filler. Representative The steel pipe piles are filled with fillers, and the number of steel pipe piles is root, For the After the inside of the steel pipe pile is filled with fillers, the height of the steel pipe pile after it is filled with fillers is collected;

[0084] To connect the height data of the first steel pipe pile after it is filled with filler to the The height data of the root canal post after it is filled with filler;

[0085] The height data of the first steel pipe pile after it is filled with filler to the The height data of the root canal post after it is filled with filler;

[0086] To monitor the height data of the first steel pipe pile after it is filled with filler to the The height data of the root canal post after it is filled with filler;

[0087] To monitor the height of the first steel pipe pile after it is filled with filler to the Whether the height of the root canal post after it is filled with filler is all equal;

[0088] To determine the height of the first steel pipe pile after it is filled with filler to the Are the heights of the root canal posts all equal after they are filled with filler?

[0089] Formula (3) is mainly used to determine the height of the first steel pipe pile after it is filled with filler to the Is the height of the root canal post after it is filled with filler uniform?

[0090] In step 5), the filling material in each steel pipe pile overflows outside the steel pipe pile, and the filling material in each steel pipe pile is stopped.

[0091] The above is only a specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art who is familiar with the technical field can easily think of changes or substitutions within the technical scope recorded in the present invention, which should be included in the protection scope of the present invention. Therefore, the protection scope of the present invention shall be based on the protection scope of the claims.

Claims

1. A data processing method for locking steel pipe pile hole filling, characterized in that: The steps include: Step 1): placing a plurality of straight-line connected steel pipe piles together in the lead hole in the lead hole outline, and fixing the plurality of straight-line connected steel pipe piles in the lead hole; Step 2): Fill each steel pipe pile with filler, monitor and collect filler height data in each steel pipe pile; wherein, a real-time filler height data analysis method is used to analyze the filler height data in each steel pipe pile; Step 3): vibrate and knock each steel pipe pile, monitor and collect vertical data of each steel pipe pile; wherein the vertical data of each steel pipe pile is analyzed by vertical vector data analysis method; Step 4): Repeat the operation of step 2) until each steel pipe pile is filled with filler, monitor and collect data on whether each steel pipe pile is filled with filler; wherein, a quantitative height data analysis method is used to analyze the data on whether each steel pipe pile is filled with filler; Step 5): Stop filling each steel pipe pile.

2. The data processing method for the hole filling of the locking steel pipe pile according to claim 1 is characterized in that: In the step 1), a plurality of guide holes are opened in the guide hole outline, a plurality of straight-line connected steel pipe piles are placed together in each guide hole in the guide hole outline, and each steel pipe pile is placed in each corresponding guide hole.

3. The data processing method for the hole filling of the locking steel pipe pile according to claim 1 is characterized in that: In the step 2), fillers are added into each of the steel pipe piles at the same time, and the height data of the fillers in each of the steel pipe piles are monitored and collected.

4. A data processing method for locking steel pipe pile hole filling according to claim 3, characterized in that: In the step 2), the real-time filler height data analysis method is the following formula (1): (1)； in, For the The height of the filler inside the steel pipe pile is based on the height of the filler inside the steel pipe pile. The filler inside the steel pipe pile is carried out from bottom to top; the number of steel pipe piles has root, To select the operation of steel pipe piles; In order to Among the steel pipe piles, select The height of the filling material inside the steel pipe pile of each steel pipe pile; To select the time operation, select time; For the moment, select The height of the filling material inside the steel pipe piles; To calculate the The height of the internal filling of a steel pipe pile.

5. The data processing method for the hole filling of the interlocking steel pipe pile according to claim 1 is characterized in that: In the step 3), the steel pipe piles are vibrated and struck simultaneously to make the internal filling of each steel pipe pile compact, and then the data of whether each steel pipe pile tilts together is monitored and collected.

6. A data processing method for locking steel pipe pile hole filling according to claim 5, characterized in that: In the step 3), the vertical vector data analysis method is the following formula (2): (2)； in, For the Steel pipe piles, From the first steel pipe pile to the Steel pipe piles, From the first steel pipe pile to the A collection of steel pipe piles; is the reference horizontal plane, To set the reference level, is towards the reference horizontal plane; From the first steel pipe pile to the The steel pipe piles are oriented together toward the reference horizontal plane; To determine the distance from the first steel pipe pile to the Whether the steel pipe piles are facing the reference horizontal plane together; To determine the distance from the first steel pipe pile to the The result of whether the steel pipe piles are facing the reference horizontal plane together.

7. The data processing method for the hole filling of the interlocking steel pipe pile according to claim 1 is characterized in that: In the step 4), after each of the steel pipe piles is filled with fillers, it is monitored and collected whether the heights of the fillers in each of the steel pipe piles are at the same height.

8. The data processing method for the hole filling of the interlocking steel pipe pile according to claim 7 is characterized in that: In the step 4), the quantitative height data analysis method is the following formula (3): (3)； in, It is the height of the steel pipe pile after it is filled with filler. For the The height of the steel pipe pile after it is filled with filler. Representative The steel pipe piles are filled with fillers, and the number of steel pipe piles is root, For the After the inside of the steel pipe pile is filled with fillers, the height of the steel pipe pile after it is filled with fillers is collected; To connect the height data of the first steel pipe pile after it is filled with filler to the The height data of the root canal post after it is filled with filler; The height data of the first steel pipe pile after it is filled with filler to the The height data of the root canal post after it is filled with filler; To monitor the height data of the first steel pipe pile after it is filled with filler to the The height data of the root canal post after it is filled with filler; To monitor the height of the first steel pipe pile after it is filled with filler to the Whether the height of the root canal post after it is filled with filler is all equal; To determine the height of the first steel pipe pile after it is filled with filler to the Are the heights of the root canal posts all equal after they are filled with filler? 9. The data processing method for the hole filling of the interlocking steel pipe pile according to claim 1 is characterized in that: In the step 5), the fillers in each of the steel pipe piles overflow outside the steel pipe piles, and filling of each of the steel pipe piles is stopped.

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