Dimension detection equipment for assisting hole forming of manual hole digging pile

Abstract

The utility model belongs to the technical field of detection equipment, and particularly relates to manual hole digging pile hole-forming auxiliary size detection equipment, which comprises a base, a support column fixedly mounted at the top of the base, a guide rail arranged above the base and perpendicular to the support column, a base point ruler fixedly mounted at the top of the guide rail and located at the center line part of the guide rail, and a positioning rod fixedly mounted on the base. First positioning seats are fixedly installed at the two ends of the guide rail and symmetrically distributed on the two sides of the base point ruler, a first marker post parallel to the guide rail is fixedly installed between the first positioning seats, first scales are slidably connected to the two ends of the first marker post, and the first scales are symmetrically distributed on the two sides of the base point ruler. According to the size detection equipment for assisting in hole forming of the manual hole digging pile, hole diameter data of a foundation pit are obtained by observing the position of the distance between the first scales on the first marker post, and the base point ruler serving as a reference point is fixed to the guide rail, so that the probability that the reference point loosens and deviates is reduced, and measurement accuracy is guaranteed.

Description

TECHNICAL FIELD

[0001] The utility model relates to detection equipment technical field especially relates to a manual hole digging pile pore forming auxiliary size detection equipment. BACKGROUND

[0002] Manual hole digging pile pore forming refers to the circular or square hole in the soil or rock stratum is dug through manual labor, and is used for the construction method of building foundation or other engineering purposes, and in the process of manual hole digging, there are many errors in manual construction, and the data of the pile hole are comprehensively detected to meet the construction requirements.

[0003] The existing detection mode is mostly through manual pulling of the measuring scale, which has the following problems in actual operation:

[0004] Manual pulling of the measuring scale needs to fix one end of the measuring scale on a base point, and the base point is taken as the starting point to measure the hole diameter, and when the measuring scale is pulled too hard, the fixed base point of the measuring scale is prone to looseness, resulting in false touch of the measurement result. UTILITY MODEL CONTENTS

[0005] In order to overcome the defects of the prior art pointed out above, the present inventors have made in-depth research, and after a lot of creative labor, the utility model is completed.

[0006] Specifically, the technical problem to be solved by the utility model is to provide a manual hole digging pile pore forming auxiliary size detection equipment to solve the technical problem that the current manual pulling of the measuring scale needs to fix one end of the measuring scale on a base point, and the base point is taken as the starting point to measure the hole diameter, and when the measuring scale is pulled too hard, the fixed base point of the measuring scale is prone to looseness, resulting in false touch of the measurement result.

[0007] To solve the above technical problems, the utility model provides the following technical scheme:

[0008] A manual hole digging pile pore forming auxiliary size detection equipment, comprising a base, the top of the base is fixedly installed with a support, the upper side of the base is further provided with a guide rail which is vertically distributed with the support, the top of the guide rail is fixedly installed with a base point scale, and the base point scale is located at the center line of the guide rail;

[0009] The both ends of the guide rail are fixedly installed with first positioning seats, the first positioning seats are symmetrically distributed on the both sides of the base point scale, first marking rods which are parallel to the guide rail are fixedly installed between the first positioning seats, the both ends of the first marking rods are slidably connected with first scales, and the first scales are symmetrically distributed on the both sides of the base point scale.

[0010] As an improved technical scheme, the first scale is fixedly installed with an auxiliary arm at one end extending into the guide rail, the auxiliary arm is in U shape, and the auxiliary arm is fixedly installed with a reinforcing shaft arranged obliquely.

[0011] As an improved technical scheme, the auxiliary arm is fixedly installed with a rotating shaft at one end away from the first scale, the auxiliary arm is provided with a roller through the rotating shaft, and the roller is located below the guide rail.

[0012] As an improved technical scheme, the guide rail is fixedly installed with a double-shaft motor at the outer side, the output shaft of the double-shaft motor is drivingly connected with a bidirectional screw rod distributed in parallel with the first scale rod, and the two ends of the bidirectional screw rod are respectively threadedly connected with corresponding first scales.

[0013] As an improved technical scheme, the guide rail is fixedly installed with a lifting block at one side close to the support column, and the support column is fixedly installed with a rotating motor at one end away from the base, the output shaft of the rotating motor is drivingly connected with a threaded shaft, and the threaded shaft is threadedly connected with one end of the lifting block extending into the support column.

[0014] As an improved technical scheme, the lifting block is fixedly installed with a baffle at one end extending out of the support column, and the outer side of the baffle is fixedly installed with a second scale.

[0015] As an improved technical scheme, the two ends of the support column are further fixedly installed with second positioning seats, the second positioning seats are fixedly installed with a second scale rod distributed in parallel with the support column, the second scale is slidingly connected on the second scale rod and is in gap cooperation with the second scale rod.

[0016] After the above technical scheme is adopted, the beneficial effects of the utility model are as follows:

[0017] 1. The utility model discloses a method for measuring the diameter of a foundation pit, which comprises a base, a support column, a guide rail, a first scale rod, a first scale, a second scale rod, a second scale, a rotating motor, a threaded shaft, a lifting block, a baffle and a double-shaft motor.

[0018] 2. The utility model discloses a method for measuring the diameter of a foundation pit, which comprises a base, a support column, a guide rail, a first scale rod, a first scale, a second scale rod, a second scale, a rotating motor, a threaded shaft, a lifting block, a baffle and a double-shaft motor.

[0019] 3. The utility model discloses a method for measuring the diameter of a foundation pit, which comprises a base, a support column, a guide rail, a first scale rod, a first scale, a second scale rod, a second scale, a rotating motor, a threaded shaft, a lifting block, a baffle and a double-shaft motor. BRIEF DESCRIPTION OF DRAWINGS

[0020] In order to more clearly illustrate the technical scheme of the embodiments of the present application, the drawings needed to be used in the embodiment description will be briefly introduced as follows. Obviously, the drawings described in the following description are only some embodiments of the present application, and all other embodiments obtained by those skilled in the art without creative labor based on the embodiments of the present application also belong to the protection scope of the present application.

[0021] Fig. 1 It is a schematic diagram of the size detection equipment for the artificial hole digging pile hole forming auxiliary of the present application.

[0022] Fig. 2 It is a schematic diagram of the related structure of the column and the baffle of the size detection equipment for the artificial hole digging pile hole forming auxiliary of the present application.

[0023] Fig. 3 It is a schematic diagram of the related structure of the guide rail and the auxiliary arm of the size detection equipment for the artificial hole digging pile hole forming auxiliary of the present application.

[0024] Fig. 4 It is a schematic diagram of the related structure of the guide rail and the baffle of the size detection equipment for the artificial hole digging pile hole forming auxiliary of the present application.

[0025] Explanation of reference signs:

[0026] 1, base; 2, support column; 3, guide rail; 4, base point ruler; 5, first positioning seat; 6, first marker rod; 7, first ruler; 8, auxiliary arm; 9, reinforcing shaft; 10, rotating shaft; 11, roller; 12, double-shaft motor; 13, bidirectional screw; 14, lifting block; 15, rotary motor; 16, threaded shaft; 17, baffle; 18, second ruler; 19, second positioning seat; 20, second marker rod. DETAILED DESCRIPTION

[0027] The technical scheme in the embodiments of the present application will be described clearly and completely in combination with the drawings in the embodiments of the present application. Obviously, the described embodiments are only some embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor also belong to the protection scope of the present application.

[0028] It should be noted that all directional indications (such as up, down, left, right, front, back, etc.) in the embodiments of the present application are only used to explain the relative positional relationship, movement condition, etc. between the components in a certain posture (as shown in the drawings), and if the certain posture changes, the directional indications also change accordingly.

[0029] Meanwhile, "and / or" or "and / or" appearing in the whole text means that it includes three schemes, for example, "A and / or B" includes A scheme, or B scheme, or A and B scheme.

[0030] In addition, the description of "first", "second" and the like in the present application is only for the purpose of description, and cannot be understood as indicating or implying the relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features limited by "first", "second" can be explicitly or implicitly included at least one feature. In addition, the technical solutions of each embodiment can be combined with each other, but it must be based on the realization of ordinary skilled in the art, when the combination of technical solutions appears contradictory or unachievable, it should be considered that the combination of technical solutions does not exist, also not within the protection scope required by the present application.

[0031] As Figs. 1 to 4 As shown, the embodiment provides a size detection equipment for artificial hole digging pile hole forming, the size detection equipment for artificial hole digging pile hole forming includes base 1, the top of base 1 is fixedly installed with support 2, the upper portion of base 1 is also provided with guide rail 3 which is vertically distributed with support 2, the top of guide rail 3 is fixedly installed with base point ruler 4, base point ruler 4 is located at the midline portion of guide rail 3, the both ends of guide rail 3 are fixedly installed with first positioning seat 5, first positioning seat 5 is symmetrically distributed at the both sides of base point ruler 4, first positioning seat 5 is fixedly installed with first marker 6 which is parallelly distributed with guide rail 3, the both ends of first marker 6 are slidably connected with first ruler 7, and first ruler 7 is symmetrically distributed at the both sides of base point ruler 4, base 1 is placed at the bottom of foundation pit during measurement, and support 2 provides support, guide rail 3 is located at the same hole diameter as any hole diameter of foundation pit during measurement, base point ruler 4 is located at the center of foundation pit during measurement, first ruler 7 is L-shaped and can move to foundation pit under the limitation of first marker 6, and when moving to the maximum moving distance, the hole diameter distance of foundation pit is obtained through the interval displayed on first marker 6, so as to realize the measurement of hole diameter of foundation pit, and the probability of deviation of base point ruler 4 as reference point is reduced in the process.

[0032] The one end of first ruler 7 extending into guide rail 3 is fixedly installed with auxiliary arm 8, auxiliary arm 8 is U-shaped, and auxiliary arm 8 is fixedly installed with inclined reinforcing shaft 9, auxiliary arm 8 can keep synchronous movement with corresponding first ruler 7, and when auxiliary arm 8 contacts with the inner wall of foundation pit, first ruler 7 reaches the maximum moving distance on first marker 6, and the distance between auxiliary arms 8 is at the minimum value, which is less than the total length of guide rail 3, so as to facilitate the whole guide rail 3 to be sent into foundation pit.

[0033] The auxiliary arm 8 is fixedly installed with a rotating shaft 10 at one end away from the first scale 7, the auxiliary arm 8 is provided with a roller 11 through the rotating shaft 10, and the roller 11 is located below the guide rail 3, the auxiliary arm 8 can rotate through the roller 11 under the limitation of the rotating shaft 10 when contacting the inner wall of the foundation pit, so as to descend along the inner wall of the foundation pit.

[0034] The outer side of the guide rail 3 is fixedly installed with a double-shaft motor 12, the output shaft of the double-shaft motor 12 is drivingly connected with a bidirectional screw rod 13 distributed in parallel with the first rod 6, the two ends of the bidirectional screw rod 13 are respectively threadedly connected with the corresponding first scale 7, the double-shaft motor 12 can drive the bidirectional screw rod 13 to rotate through the output shaft, so that the first scale 7 moves in the guide rail 3 in a direction parallel to the first rod 6, thereby obtaining the aperture of the foundation pit.

[0035] The side of the guide rail 3 close to the support column 2 is fixedly installed with a lifting block 14, and the end of the support column 2 away from the base 1 is fixedly installed with a rotating motor 15, the output shaft of the rotating motor 15 is drivingly connected with a threaded shaft 16, the threaded shaft 16 is threadedly connected with one end of the lifting block 14 extending into the support column 2, the rotating motor 15 can drive the threaded shaft 16 to rotate in a state perpendicular to the guide rail 3, when the threaded shaft 16 rotates, the lifting block 14 can drive the guide rail 3 to move up and down along the direction of the support column 2.

[0036] The end of the lifting block 14 extending out of the support column 2 is fixedly installed with a baffle 17, the outer side of the baffle 17 is fixedly installed with a second scale 18, the second scale 18 can move synchronously with the lifting block 14, and when the base 1 contacts the bottom of the foundation pit, the baffle 17 contacts the top of the foundation pit, thereby providing support for the device and preventing the device from falling over.

[0037] The two ends of the support column 2 are also fixedly installed with second positioning seats 19, the second positioning seats 19 are fixedly installed with a second rod 20 distributed in parallel with the support column 2, the second scale 18 is slidingly connected to the second rod 20 and gap-fitted with the second rod 20, when the baffle 17 contacts the top of the foundation pit and the base 1 contacts the bottom of the foundation pit, the position of the second scale 18 on the second rod 20 is the depth of the foundation pit.

[0038] In use, the base 1 connected by the struts 2 is placed in the foundation pit, and the threaded shaft 16 is driven to rotate by the output shaft of the rotating motor 15, so that the lifting block 14 connected by the threads drives the baffle 17 to move up and down along the direction of the strut 2, and the strut 2 contacts the bottom of the foundation pit, when the baffle 17 contacts the bottom of the foundation pit, the depth of the foundation pit can be obtained by observing the position of the second scale 18 on the second scale rod 20 which moves synchronously with the baffle 17, and in the process, the two-way screw rod 13 is driven to rotate by the output shaft of the double-shaft motor 12, so that the first scale 7 connected by the corresponding threads moves away from each other to both sides of the base scale 4 under the limitation of the guide rail 3, and when the maximum moving distance is reached, the aperture data of the foundation pit can be obtained by observing the position of the distance between the first scale 7 on the first scale rod 6, and the base scale 4 as the reference point is fixed on the guide rail 3 to reduce the probability of loosening and deviation of the reference point, ensure the measurement accuracy, and when the guide rail 3 is lowered into the foundation pit as a whole by the lifting block 14, the auxiliary arm 8 keeps synchronous movement with the corresponding first scale 7, and after contacting the inner wall of the foundation pit, the maximum moving distance is reached, when the guide rail 3 is lowered by the lifting block 14, the roller 11 connected with the auxiliary arm 8 by the rotating shaft 10 rotates on the inner wall of the foundation pit, so that the auxiliary arm 8 reaching the maximum moving distance moves up and down in the foundation pit, so as to detect the flatness of the inner wall of the foundation pit, and in the process, the baffle 17 does not contact the foundation pit.

[0039] It should be understood that the use of these embodiments is only for the purpose of illustrating the present application and is not intended to limit the scope of protection of the present application. In addition, it should also be understood that after reading the technical content of the present application, those skilled in the art can make various modifications, modifications and / or variations to the present application, all of these equivalent forms also fall within the protection scope defined by the claims attached to the present application.

Claims

1. A size detection device for assisting in hole forming of a manual hole digging pile, comprising a base (1), characterized in that: The top of the base (1) is fixedly installed with a support column (2), and the upper side of the base (1) is also provided with guide rails (3) vertically distributed with the support column (2), and the top of the guide rail (3) is fixedly installed with a base point scale (4), and the base point scale (4) is located at the middle line of the guide rail (3); Both ends of the guide rail (3) are fixedly installed with first positioning seats (5), the first positioning seats (5) are symmetrically distributed on both sides of the base point scale (4), and first marking rods (6) are fixedly installed between the first positioning seats (5) and are parallel to the guide rail (3), both ends of the first marking rod (6) are slidably connected with first scales (7), and the first scales (7) are symmetrically distributed on both sides of the base point scale (4).

2. The size detecting apparatus for assisting hole digging of a manual hole digging pile according to claim 1, characterized in that: One end of the first scale (7) extending into the guide rail (3) is fixedly installed with an auxiliary arm (8), the auxiliary arm (8) is in a U shape, and a reinforcing shaft (9) is installed on the auxiliary arm (8) and is inclined.

3. The size detecting apparatus for assisting hole digging of a manual hole digging pile according to claim 2, characterized in that: One end of the auxiliary arm (8) away from the first scale (7) is fixedly installed with a rotating shaft (10), the auxiliary arm (8) is provided with a roller (11) through the rotating shaft (10), and the roller (11) is located below the guide rail (3).

4. The size detection device for assisting the artificial hole digging pile hole forming according to claim 3, characterized in that: The outer side of the guide rail (3) is fixedly installed with a double-shaft motor (12), the output shaft of the double-shaft motor (12) is drivingly connected with a bidirectional screw rod (13) parallel to the first marking rod (6), and both ends of the bidirectional screw rod (13) are respectively threadedly connected with corresponding first scales (7).

5. The size detection device for assisting the hole forming of the manual hole digging pile according to claim 1, characterized in that: The side of the guide rail (3) close to the support column (2) is fixedly installed with a lifting block (14), and one end of the support column (2) away from the base (1) is fixedly installed with a rotating motor (15), the output shaft of the rotating motor (15) is drivingly connected with a threaded shaft (16), and one end of the threaded shaft (16) extending into the support column (2) is threadedly connected with the lifting block (14).

6. The size detection device for assisting the artificial hole digging pile hole forming according to claim 5, characterized in that: One end of the lifting block (14) extending out of the support column (2) is fixedly installed with a baffle (17), and the outer side of the baffle (17) is fixedly installed with a second scale (18).

7. The size detection device for assisting the hole forming of the manual hole digging pile according to claim 6, characterized in that: Both ends of the support column (2) are also fixedly installed with second positioning seats (19), the second positioning seats (19) are fixedly installed with second marking rods (20) parallel to the support column (2), the second scale (18) is slidably connected on the second marking rod (20) and is in gap cooperation with the second marking rod (20).

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