CN114396853A - Device and method for measuring pipe diameter and fullness of municipal drainage pipeline - Google Patents

Device and method for measuring pipe diameter and fullness of municipal drainage pipeline Download PDF

Info

Publication number
CN114396853A
CN114396853A CN202210177216.XA CN202210177216A CN114396853A CN 114396853 A CN114396853 A CN 114396853A CN 202210177216 A CN202210177216 A CN 202210177216A CN 114396853 A CN114396853 A CN 114396853A
Authority
CN
China
Prior art keywords
rod
measuring
round hole
telescopic
drainage pipeline
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202210177216.XA
Other languages
Chinese (zh)
Inventor
严程
逯佩宁
高升
刘胜
徐辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PowerChina Kunming Engineering Corp Ltd
Original Assignee
PowerChina Kunming Engineering Corp Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by PowerChina Kunming Engineering Corp Ltd filed Critical PowerChina Kunming Engineering Corp Ltd
Priority to CN202210177216.XA priority Critical patent/CN114396853A/en
Publication of CN114396853A publication Critical patent/CN114396853A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B5/00Measuring arrangements characterised by the use of mechanical techniques
    • G01B5/08Measuring arrangements characterised by the use of mechanical techniques for measuring diameters

Abstract

The invention relates to a device and a method for measuring the pipe diameter and the fullness of a municipal drainage pipeline, wherein the device comprises a fixed rod (1), a movable rod (2), a measuring rod (3), a bolt (5) and a lantern ring (6); the fixing rod (1) comprises a plurality of hollow steel pipes (7) which are connected through screw threads, and a rotating shaft (8) is transversely welded on the side surface of the head part of the upper end of each hollow steel pipe (7); the bottom end of the lowest hollow steel pipe (7) is provided with a fourth round hole (9.4). The invention realizes the purpose that a measurer can accurately measure the pipe diameter and the fullness of the pipeline on the ground by utilizing the theorem that the lengths of the corresponding sides of the congruent triangle are equal, is also suitable for complex conditions of large well chambers, deep well chambers, pipe orifice siltation and submergence and the like, and has various advantages of high measurement precision, high efficiency, strong applicability, safe use, convenient operation and carrying and the like.

Description

Device and method for measuring pipe diameter and fullness of municipal drainage pipeline
Technical Field
The invention belongs to the technical field of municipal pipeline detection, and particularly relates to a device for measuring the pipe diameter and the fullness of an underground drainage pipeline, which is particularly suitable for measuring when an inspection well is full of water or does not have a downhole condition.
Background
When the drainage pipeline of the current city is checked, basic data such as the pipe diameter and the fullness of the pipeline are required to be known frequently, and an accurate basis is provided for hydraulic calculation of a pipe network. Particularly, when the flow rate of a pipeline is measured, the flow rate of sewage can be obtained by using a flow meter probe, and the flow rate can be calculated according to a flow calculation formula (Q ═ a × V). The current popular method for measuring the pipe diameter of the drainage pipe is that a groping person uses an L-shaped rod to extend into a well on the ground to hook and measure the height difference of the upper inner wall and the lower inner wall of the pipeline, if a well chamber is large, the L-shaped rod extends into a pipe orifice from a well mouth to have an overlarge inclination angle, measurement deviation is generated, and when the inspection well is full of water or silted, measurement cannot be carried out. The fullness is basically estimated and read by naked eyes at a wellhead or by a QV periscope, and when a well chamber is deep or the light is dark, the accuracy of estimating and reading the fullness by the naked eyes is very low.
The utility model with the Chinese patent number ZL202120446065.4 discloses an underground pipeline pipe diameter measuring device which comprises a telescopic measuring device, a movable clamping rod, a supporting groove and a push-pull device; the telescopic measuring device comprises a transverse telescopic arm and a longitudinal telescopic arm, and the longitudinal telescopic arm is movably embedded in the transverse telescopic arm; the telescopic measuring device is connected with the movable clamping rod through a telescopic rotating shaft; the movable clamping rod is connected with the push-pull device through the push-pull rotating shaft; the telescopic measuring device is fixedly arranged at the bottom of the supporting groove; the push-pull device is movably arranged in the supporting groove. The scheme can be only used for measuring the pipe diameter of the three-dimensional pipeline which is not full of water or silted, and the fullness cannot be measured. The pipe diameter measuring accuracy is improved to a certain extent by the scheme, but the structure of the pipe diameter measuring device comprises too many telescopic rods and telescopic shafts, the force application direction and the telescopic direction are different, the lines are easy to clamp, and when water flows through the pipe diameter measuring device in a quick state, an acting point of the measuring device is not impacted by the water flow easily, so that the measuring result is influenced. Therefore, a device for measuring the pipe diameter and the fullness of the municipal drainage pipeline is newly provided.
Disclosure of Invention
Aiming at the problems of low precision, difficult operation, potential safety hazard, complex equipment and the like of the traditional drainage pipeline pipe diameter measurement, the invention provides a device for measuring the pipe diameter and the fullness of a municipal drainage pipeline, which is realized by the following technical scheme:
a device for measuring the pipe diameter and the fullness of a municipal drainage pipeline comprises a fixed rod 1, a movable rod 2, a measuring rod 3, a bolt 5 and a lantern ring 6;
the fixing rod 1 comprises a plurality of hollow steel pipes 7 which are connected through screw threads, and a rotating shaft 8 is transversely welded on the side surface of the head part of the upper end of each hollow steel pipe 7; the bottom end of the lowest hollow steel pipe 7 is provided with a fourth round hole 9.4;
the movable rod 2 comprises a plurality of telescopic sleeve rods 10 which are connected through screw threads, a first round hole 9.1 is transversely formed in the side face of the head part of the upper end of each telescopic sleeve rod 10, the diameter of each first round hole 9.1 is larger than that of the rotating shaft 8, and the rotating shaft 8 is sleeved in the first round hole 9.1 to enable the fixed rod 1 and the movable rod 2 to form a cross shearing shape; the end of the telescopic loop bar 10 is connected with the loop 6;
one ends of the fixed rod 1 and the measuring rod 3 are hinged with a fourth round hole 9.4 through a bolt 5; the axial direction of the bolt 5 is parallel to the axial direction of the rotating shaft 8;
the lantern ring 6 is sleeved on the measuring rod 3 and is connected with the measuring rod in a sliding way; the diameter of the inner wall of the lantern ring 6 is slightly larger than the outer diameter of the measuring rod 3, so that the measuring rod 3 can penetrate into the lantern ring 6 to slide up and down, the circular ring surface of the lantern ring 6 is ensured to be basically vertical to the measuring rod 3, and the short hook piece 12 can be ensured to better abut against the inner top of a drain pipe during measurement;
the movable rod 2 is connected with the measuring rod 3 in a sliding manner through a lantern ring 6;
the fixed rod 1 and the movable rod 2 are inserted into the first round hole 9.1 through the rotating shaft 8 and are movably connected;
the bottom of the measuring rod 3 is provided with a third round hole 9.3, a bolt 5 is sleeved in the third round hole 9.3, and a graduated scale is marked by taking the circle center of the third round hole 9.3 as a starting point.
Further, the device comprises a pin 61, the telescopic sleeve rod 10 at the lowest section of the movable rod 2 is connected with the lantern ring 6 through the pin 61, a second round hole 9.2 is formed in the lower end of the pin 61 and is rotatably connected with the lantern ring 6, the upper end of the pin 61 is fixedly connected with the bottom end of the telescopic sleeve rod 10 at the lowest section of the movable rod 2, and short hook members 12 are welded at symmetrical points on the other side of the lantern ring 6 and the pin 61.
Furthermore, the annular surface of the lantern ring 6 is parallel to the axis of the first round hole 9.1 on the movable rod 2.
Furthermore, the telescopic loop bar 10 is formed by nesting a telescopic inner arm 101, a telescopic outer arm 102 and a high-strength spring 103; the elastic force of the high-strength spring 103 in the natural state supports the telescopic loop bar 10 to the longest, the telescopic loop bar 10 in the compressed state by external force is freely shortened, and the length of the telescopic loop bar 10 in the maximum compressed state is shortened to a half of the length of the telescopic loop bar in the natural state; at the connection of the inner and outer telescopic arms, the outer diameter of the inner telescopic arm 101 is larger than the inner diameter of the outer telescopic arm 102.
Furthermore, when the device uses two sections of hollow steel pipes 7 and a telescopic loop bar 10 to carry out combined measurement, a first round hole 9.1 on the first section of the telescopic loop bar 10 of the movable bar 2 penetrates through a rotating shaft 8 on the first section of the hollow steel pipe 7 of the fixed bar 1.
Furthermore, when the device uses the combination measurement of four sections of hollow steel pipes 7 and the telescopic loop bars 10, the first round hole 9.1 on the second section of the telescopic loop bar 10 of the movable bar 2 penetrates into the rotating shaft 8 on the second section of the hollow steel pipe 7 of the fixed bar 1.
Furthermore, an angle steel 11 is welded at one end of the cylindrical side surface of the bolt 5, a welding line is positioned on a right-angle side line of the angle steel 11, and the welding direction enables a right-angle side line of the angle steel 11 to be axially parallel to the bolt 5.
Further, the device of the invention comprises a reading ruler 4; the reading ruler 4 comprises a plurality of telescopic sleeve rulers 13 which are connected; a fifth round hole 9.5 is formed in the head of the upper end of the reading ruler 4, and a graduated scale is marked by taking the circle center of the fifth round hole 9.5 as a starting point; the fixing rod 1 and the reading ruler 4 are movably connected through a rotating shaft 8 and inserted into a fifth round hole 9.5, and the reading ruler 4 is naturally vertical to the ground and parallel to the measuring rod 3 during measurement.
Further, the short hook piece 12 comprises a horizontal folding edge 12.1, an inclined folding edge 12.2 and a linkage lantern ring 12.3; the linkage lantern ring 12.3 is sleeved on the measuring rod 3, and the lower part of the lantern ring 6 is connected with the measuring rod 3 in a sliding manner; the horizontal folded edge 12.1 is horizontally arranged, and the other end of the horizontal folded edge is fixedly connected with one end of the inclined folded edge 12.2; the other end of the oblique folding edge 12.2 is fixedly connected with the side edge of the linkage lantern ring 12.3; the three sections of the measuring rod 3 between the horizontal folding edge 12.1, the oblique folding edge 12.2 and the lantern ring 6 and the linkage lantern ring 12.3 form a right-angled triangle structure. This is designed to ensure that the short hook 12 is better held against the inside roof of the drain pipe.
A method of using the apparatus described above, the method comprising the steps of:
a. when the pipe diameter of a drainage pipeline of a shallow inspection well is measured, the fixed rod 1 and the movable rod 2 are spliced by two sections of hollow steel pipes 7 and telescopic loop bars 10;
the method comprises the following steps: a rotating shaft 8 on a first section of hollow steel pipe 7 of a fixed rod 1 is inserted into a first round hole 9.1 on a first section of telescopic sleeve rod 10 of a movable rod 2 to form a scissor type;
step two: the lantern ring 6 connected with the tail end of the movable rod 2 through the pin 61 is sleeved into the measuring rod 3;
step three: the fixed rod 1 and the movable rod 2 are extended into the inspection well together, the angle steel 11 at the tail end of the fixed rod 1 is abutted against the bottom of the opening of the drainage pipeline, then the movable rod 2 is operated to enable the measuring rod 3 to be vertically attached to the center line of the opening of the drainage pipeline, and the movable rod 2 is moved up and down to abut against the short hook 12 at the tail end of the movable rod to the inner top of the drainage pipeline; at the moment, the digital serial number on the measuring rod 3 is read to obtain the fullness and the pipe diameter information of the drainage pipeline;
b. when the full water pipe mouth of the inspection well is submerged and the number on the measuring rod 3 cannot be watched, the fifth round hole 9.5 at the upper end of the reading ruler 4 is sleeved in the rotating shaft 8 on the second section of hollow steel pipe 7 of the fixed rod 1, so that the reading ruler 4 is naturally vertical to the ground, and the scale at the intersection of the reading ruler 4 and the movable rod 2 is the pipe diameter of the drainage pipeline.
The invention has the beneficial effects that: the invention skillfully realizes the aim that a measurer can accurately measure the pipe diameter and the fullness of the pipeline on the ground by utilizing the theorem that the lengths of the corresponding sides of the congruent triangle are equal. The invention is also suitable for complex conditions such as large well chambers, deep well chambers, pipe orifice silting and flooding and the like, and has various advantages of high measurement precision, high efficiency, strong applicability, safe use, convenient operation and carrying and the like.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the measurement of the present invention;
FIG. 3 is a view showing the combination and disassembly of the telescopic rods;
FIG. 4 is a detail view showing the connection between the fixing rod and the measuring rod;
FIG. 5 is a detail view showing the connection between the movable rod and the measuring rod;
fig. 6 is a schematic view of another construction of the short hook of the present invention.
In the figure: 1-fixed rod, 2-movable rod, 3-measuring rod, 4-reading ruler, 5-bolt, 6-lantern ring, 61-pin, 7-hollow steel tube, 8-rotating shaft, 9.1-first round hole, 9.2-second round hole, 9.3-third round hole, 9.4-fourth round hole, 9.5-fifth round hole, 10-telescopic lantern ring, 101-telescopic inner arm, 102-telescopic outer arm, 103-high-strength spring, 11-angle steel, 12-short hook piece, 13-telescopic lantern ring ruler and 14-nut.
Detailed Description
In order to further understand the contents, features, using methods and effects of the present invention, the following embodiments are exemplified and the detailed description is given below with reference to the accompanying drawings.
See fig. 1, fig. 2, fig. 3, fig. 4, fig. 5, fig. 6.
A device for measuring the pipe diameter and the fullness of a municipal drainage pipeline comprises a fixed rod 1, a movable rod 2, a measuring rod 3, a bolt 5 and a lantern ring 6;
the fixed rod 1 is formed by connecting four sections of hollow steel pipes 7 with equal length through screw threads, the splicing function is convenient to carry, the four sections of hollow steel pipes 7 are spliced when the inspection well is deep, and the two sections of hollow steel pipes 7 are spliced when the inspection well is shallow; the side surface of the head part of the upper end of each hollow steel pipe 7 in the fixed rod 1 is transversely welded with a rotating shaft 8.
The movable rod 2 is formed by connecting four sections of telescopic sleeve rods 10 with equal length by screw threads, and the splicing function is convenient to carry;
the side surface of the head part of the upper end of each telescopic sleeve rod 10 in the movable rod 2 is transversely provided with a first round hole 9.1, and the diameter of the first round hole 9.1 is larger than that of the rotating shaft 8, so that the rotating shaft 8 can be sleeved in the first round hole 9.1 to enable the fixed rod 1 and the movable rod 2 to form a cross shearing shape.
The telescopic loop bar 10 is formed by nesting a telescopic inner arm 101, a telescopic outer arm 102 and a high-strength spring 103, the telescopic loop bar 10 is supported to be longest by the elasticity of the high-strength spring 103 in a natural state, the telescopic loop bar 10 can be freely shortened in a compressed state by an external force, the telescopic loop bar 10 in a compressed state is shortened to be half of the length of the natural state, the outer diameter of the telescopic inner arm 101 is larger than the inner diameter of the telescopic outer arm 102 at the joint of the inner telescopic arm and the outer telescopic arm, and the tail end of the telescopic inner arm 101 is prevented from sliding out.
The telescopic loop bar 10 at the lowest section of the movable rod 2 is connected with the loop 6 through a pin 61, the lower end of the pin 61 is provided with a second round hole 9.2 which is rotatably connected with a loop body of the loop 6, the upper end of the pin 61 is welded with the bottom end of the telescopic loop bar 10 at the lowest section of the movable rod 2, and the short hook 12 is welded at the symmetrical point on the other side of the loop body at the connection point of the loop 6 and the pin 61.
The annular surface of the lantern ring 6 is parallel to the axis of the first round hole 9.1 on the movable rod 2, the pin 61 is used for always ensuring that the annular surface of the lantern ring 6 is parallel to the axis of the first round hole 9.1 on the movable rod 2 when the movable rod 2 is at different angles, and the short hook 12 is used for extending into the pipe orifice of a drainage pipe to be measured so that the movable rod 2 clamps the inner top of the pipe to be measured to improve the measurement accuracy;
the diameter of the inner wall of the lantern ring 6 is slightly larger than the outer diameter of the measuring rod 3, so that the measuring rod 3 can penetrate into the lantern ring 6 to slide up and down, meanwhile, the annular surface of the lantern ring 6 is basically vertical to the measuring rod 3, and the design can ensure that the short hook 12 can better abut against the inner top of a drain pipe during measurement.
And a nut 14 matched with the bolt 5 is arranged at the other end of the bolt 5.
When two sections of hollow steel pipes 7 and telescopic sleeve rods 10 are used for combined measurement, a first round hole 9.1 on a first section of telescopic sleeve rod 10 of the movable rod 2 penetrates through a rotating shaft 8 on the first section of hollow steel pipe 7 of the fixed rod 1;
when the four sections of hollow steel pipes 7 and the telescopic sleeve rods 10 are used for combined measurement, the first round hole 9.1 on the second section of the telescopic sleeve rod 10 of the movable rod 2 penetrates into the rotating shaft 8 on the second section of the hollow steel pipe 7 of the fixed rod 1.
3 length of measuring stick is 2m, satisfies municipal administration drain pipe diameter size range basically and measures, and the bottom sets up third round hole 9.3 for embolia bolt 5, use the third round hole 9.3 centre of a circle as the starting point mark scale, the precision is 5cm at every interval, guarantee that 3 vertical posts of measuring stick to the drain pipe mouth of pipe central line during the measurement, when the measurement that the non-full pipe floods, as long as see clear measuring stick 3 at the well head then need not to adopt reading ruler 4, can directly read pipe diameter and fullness and improve measurement efficiency.
The bolt 5 penetrates through a fourth round hole 9.4 arranged at the bottom end of the hollow steel pipe 7 at the lowest section of the fixed rod 1 and is rotationally connected with the fixed rod 1, the axial direction of the bolt 5 is parallel to the axial direction of the rotating shaft 8,
an angle steel 11 is welded at one end of the cylindrical side face of the bolt 5, a welding line is positioned on a right-angle side line of the angle steel 11, the welding direction enables the right-angle side line of the angle steel 11 to be axially parallel to the bolt 5, the bottom end of the fixing rod 1 can clamp the bottom of a drainage pipe to be measured and an external corner of an inspection well wall through the angle steel 11, the stability of measuring equipment is kept in turbulent water flow, and the measuring precision is improved;
the other end of the bolt 5 is provided with a nut 14 matched with the bolt 5 for preventing the measuring rod 3 from sliding off.
Each hollow steel pipe 7 has the same size; each telescopic loop bar 10 has the same size; the telescopic ruler 13 has the same size.
The measuring range of the reading ruler 4 is 2m, the reading ruler is composed of four sections of telescopic sleeve rulers 13 with equal length, the telescopic function is convenient to carry, and the bottom of the reading ruler 4 does not collide with the ground when the small pipe diameter is measured;
the head part of the upper end of the reading ruler 4 is provided with a fifth round hole 9.5, the circle center of the fifth round hole 9.5 is used as a starting point to mark scales, and the precision is 5cm at each interval.
The fixing rod 1 and the reading ruler 4 are movably connected through a rotating shaft 8 and inserted into a fifth round hole 9.5, and the reading ruler 4 is ensured to be naturally vertical to the ground and parallel to the measuring rod 3 during measurement.
The fixed rod 1, the movable rod 2, the measuring rod 3 and the reading ruler 4 are made of galvanized steel pipes, and the device has the advantages of firmness, corrosion resistance and durability.
Further, the short hook piece 12 comprises a horizontal folding edge 12.1, an inclined folding edge 12.2 and a linkage lantern ring 12.3; the linkage lantern ring 12.3 is sleeved on the measuring rod 3, and the lower part of the lantern ring 6 is connected with the measuring rod 3 in a sliding manner; the horizontal folded edge 12.1 is horizontally arranged, and the other end of the horizontal folded edge is fixedly connected with one end of the inclined folded edge 12.2; the other end of the oblique folding edge 12.2 is fixedly connected with the side edge of the linkage lantern ring 12.3; the three sections of the measuring rod 3 between the horizontal folding edge 12.1, the oblique folding edge 12.2 and the lantern ring 6 and the linkage lantern ring 12.3 form a right-angled triangle structure. This is designed to ensure that the short hook 12 is better held against the inside roof of the drain pipe.
A method of using the apparatus described above, the method comprising the steps of:
a. when the pipe diameter of a drainage pipeline of a shallow inspection well is measured, the fixed rod 1 and the movable rod 2 are spliced by two sections of hollow steel pipes 7 and telescopic loop bars 10;
the method comprises the following steps: a rotating shaft 8 on a first section of hollow steel pipe 7 of a fixed rod 1 is inserted into a first round hole 9.1 on a first section of telescopic sleeve rod 10 of a movable rod 2 to form a scissor type;
step two: the lantern ring 6 connected with the tail end of the movable rod 2 through the pin 61 is sleeved into the measuring rod 3;
step three: the fixed rod 1 and the movable rod 2 are extended into the inspection well together, the angle steel 11 at the tail end of the fixed rod 1 is abutted against the bottom of the opening of the drainage pipeline, then the movable rod 2 is operated to enable the measuring rod 3 to be vertically attached to the center line of the opening of the drainage pipeline, and the movable rod 2 is moved up and down to abut against the short hook 12 at the tail end of the movable rod to the inner top of the drainage pipeline; at the moment, the digital serial number on the measuring rod 3 is read to obtain the fullness and the pipe diameter information of the drainage pipeline;
b. when the full water pipe mouth of the inspection well is submerged and the number on the measuring rod 3 cannot be watched, the fifth round hole 9.5 at the upper end of the reading ruler 4 is sleeved in the rotating shaft 8 on the second section of hollow steel pipe 7 of the fixed rod 1, so that the reading ruler 4 is naturally vertical to the ground, and the scale at the intersection of the reading ruler 4 and the movable rod 2 is the pipe diameter of the drainage pipeline.
The foregoing is only a part of the specific embodiments of the present invention and specific details or common general knowledge in the schemes have not been described herein in more detail. It should be noted that the above-mentioned embodiments do not limit the present invention in any way, and all technical solutions obtained by means of equivalent substitution or equivalent transformation for those skilled in the art are within the protection scope of the present invention. The scope of the claims of the present application shall be determined by the contents of the claims, and the description of the embodiments and the like in the specification shall be used to explain the contents of the claims.

Claims (10)

1. A device for measuring the pipe diameter and the fullness of a municipal drainage pipeline is characterized by comprising a fixed rod (1), a movable rod (2), a measuring rod (3), a bolt (5) and a lantern ring (6);
the fixing rod (1) comprises a plurality of hollow steel pipes (7) which are connected through screw threads, and a rotating shaft (8) is transversely welded on the side surface of the head part of the upper end of each hollow steel pipe (7); the bottom end of the lowest hollow steel pipe (7) is provided with a fourth round hole (9.4);
the movable rod (2) comprises a plurality of telescopic sleeve rods (10) which are connected through screw threads, a first round hole (9.1) is transversely formed in the side face of the head of the upper end of each telescopic sleeve rod (10), the diameter of the first round hole (9.1) is larger than that of the rotating shaft (8), and the rotating shaft (8) is sleeved in the first round hole (9.1) to enable the fixed rod (1) and the movable rod (2) to form a cross shearing shape; the end of the telescopic loop bar (10) is connected with the loop (6);
one ends of the fixed rod (1) and the measuring rod (3) are hinged with a fourth round hole (9.4) through a bolt (5); the axial direction of the bolt (5) is parallel to the axial direction of the rotating shaft (8);
the lantern ring (6) is sleeved on the measuring rod (3) and is connected with the measuring rod in a sliding way;
the movable rod (2) is connected with the measuring rod (3) in a sliding way through a lantern ring (6);
the fixed rod (1) and the movable rod (2) are movably connected by inserting the rotating shaft (8) into the first round hole (9.1);
the bottom of the measuring rod (3) is provided with a third round hole (9.3), a bolt (5) is sleeved in the third round hole (9.3), and a graduated scale is marked and arranged by taking the circle center of the third round hole (9.3) as a starting point.
2. The device for measuring the pipe diameter and the fullness of the municipal drainage pipeline according to claim 1, wherein the device comprises a pin (61), the lowest telescopic sleeve rod (10) of the movable rod (2) is connected with the lantern ring (6) through the pin (61), the lower end of the pin (61) is provided with a second round hole (9.2) which is rotatably connected with the ring body of the lantern ring (6), the upper end of the pin (61) is fixedly connected with the bottom end of the lowest telescopic sleeve rod (10) of the movable rod (2), and a short hook (12) is welded at the symmetrical point on the other side of the ring body of the connection point of the lantern ring (6) and the pin (61).
3. The device for measuring the pipe diameter and the fullness of the municipal drainage pipeline according to claim 1, wherein the torus of the lantern ring (6) is parallel to the axis of the first round hole (9.1) on the movable rod (2).
4. The device for measuring the pipe diameter and the fullness of the municipal drainage pipeline according to claim 1 or 2, wherein the telescopic loop bar (10) is formed by nesting a telescopic inner arm (101), a telescopic outer arm (102) and a high-strength spring (103); the elastic force of the high-strength spring (103) in the natural state supports the telescopic loop bar (10) to the longest, the telescopic loop bar (10) is freely shortened in the compressed state by external force, and the telescopic loop bar (10) in the maximum compressed state is shortened to half of the length of the natural state; at the joint of the inner telescopic arm and the outer telescopic arm, the outer diameter of the telescopic inner arm (101) is larger than the inner diameter of the telescopic outer arm (102).
5. The device for measuring the pipe diameter and the fullness of the municipal drainage pipeline according to claim 1, wherein when the device uses two sections of hollow steel pipes (7) and the telescopic loop bars (10) for combined measurement, the first round hole (9.1) on the first section of the telescopic loop bar (10) of the movable rod (2) penetrates into the rotating shaft (8) on the first section of the hollow steel pipe (7) of the fixed rod (1).
6. The device for measuring the pipe diameter and the fullness of the municipal drainage pipeline according to claim 1, wherein when the device uses the combination of four sections of hollow steel pipes (7) and the telescopic loop bars (10) for measurement, the first round hole (9.1) on the second section of the telescopic loop bar (10) of the movable bar (2) penetrates into the rotating shaft (8) on the second section of the hollow steel pipe (7) of the fixed bar (1).
7. The device for measuring the pipe diameter and the fullness of the municipal drainage pipeline according to claim 1, wherein an angle steel (11) is welded to one end of the cylindrical side surface of the bolt (5), the welding line is located on the right-angle side line of the angle steel (11), and the welding direction is such that the right-angle side line of the angle steel (11) is axially parallel to the bolt (5).
8. The device for measuring the municipal drainage pipe diameter and fullness according to claim 1, comprising a reading scale (4); the reading ruler (4) comprises a plurality of telescopic sleeve rulers (13) which are connected; a fifth round hole (9.5) is formed in the head of the upper end of the reading ruler (4), and a graduated scale is marked and arranged by taking the circle center of the fifth round hole (9.5) as a starting point; the fixing rod (1) and the reading ruler (4) are inserted into the fifth round hole (9.5) through the rotating shaft (8) and movably connected, and the reading ruler (4) is naturally perpendicular to the ground and parallel to the measuring rod (3) during measurement.
9. The device for measuring the pipe diameter and the fullness of the municipal drainage pipeline according to claim 2, wherein the short hook (12) comprises a horizontal folded edge (12.1), a diagonal folded edge (12.2) and a linkage collar (12.3); the linkage lantern ring (12.3) is sleeved on the measuring rod (3), and the lower part of the lantern ring (6) is connected with the measuring rod (3) in a sliding manner; the horizontal folded edge (12.1) is horizontally arranged, and the other end of the horizontal folded edge is fixedly connected with one end of the inclined folded edge (12.2); the other end of the oblique folded edge (12.2) is fixedly connected with the side edge of the linkage lantern ring (12.3); the measuring rod (3) between the horizontal folding edge (12.1), the oblique folding edge (12.2), the lantern ring (6) and the linkage lantern ring (12.3) forms a right triangle structure.
10. A method of using the apparatus of claim 8, the method comprising the steps of:
a. when the pipe diameter of a drainage pipeline of a shallow inspection well is measured, the fixed rod (1) and the movable rod (2) are spliced by adopting two sections of hollow steel pipes (7) and telescopic loop bars (10);
the method comprises the following steps: a rotating shaft (8) on a first section of hollow steel pipe (7) of a fixed rod (1) is inserted into a first round hole (9.1) on a first section of telescopic sleeve rod (10) of a movable rod (2) to form a scissor type;
step two: sleeving a lantern ring (6) connected with the tail end of the movable rod (2) through a pin (61) into the measuring rod (3);
step three: the fixed rod (1) and the movable rod (2) are extended into the inspection well together, an angle steel (11) at the tail end of the fixed rod (1) is abutted against the bottom of the opening of a drainage pipeline, then the movable rod (2) is operated to enable the measuring rod (3) to be vertically attached to the center line of the opening of the drainage pipeline, and the movable rod (2) is moved up and down to abut against a short hook member (12) at the tail end of the movable rod to the inner top of the drainage pipeline; at the moment, the digital serial number on the measuring rod (3) is read to obtain the fullness and pipe diameter information of the drainage pipeline;
b. when the full water pipe mouth of the inspection well submerges and can not watch the number sequence number on the measuring rod (3), the fifth round hole (9.5) at the upper end of the reading ruler (4) is sleeved in the rotating shaft (8) on the second section hollow steel pipe (7) of the fixed rod (1), so that the reading ruler (4) is naturally vertical to the ground, and the scale at the intersection of the reading ruler (4) and the movable rod (2) is the pipe diameter of the drainage pipeline.
CN202210177216.XA 2022-02-25 2022-02-25 Device and method for measuring pipe diameter and fullness of municipal drainage pipeline Pending CN114396853A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210177216.XA CN114396853A (en) 2022-02-25 2022-02-25 Device and method for measuring pipe diameter and fullness of municipal drainage pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210177216.XA CN114396853A (en) 2022-02-25 2022-02-25 Device and method for measuring pipe diameter and fullness of municipal drainage pipeline

Publications (1)

Publication Number Publication Date
CN114396853A true CN114396853A (en) 2022-04-26

Family

ID=81234322

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210177216.XA Pending CN114396853A (en) 2022-02-25 2022-02-25 Device and method for measuring pipe diameter and fullness of municipal drainage pipeline

Country Status (1)

Country Link
CN (1) CN114396853A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116499342A (en) * 2023-06-30 2023-07-28 济南市勘察测绘研究院 Device and method for measuring current pipe diameter of pipeline

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116499342A (en) * 2023-06-30 2023-07-28 济南市勘察测绘研究院 Device and method for measuring current pipe diameter of pipeline
CN116499342B (en) * 2023-06-30 2023-09-01 济南市勘察测绘研究院 Device and method for measuring current pipe diameter of pipeline

Similar Documents

Publication Publication Date Title
CN104048810B (en) A kind of rigid cylindrical vortex vibration testing device realizing nonlinear boundary condition
CN210166018U (en) Subway station foundation pit underground water level real-time supervision device
CN106092024B (en) Model Pile PORE SIZE APPARATUS FOR and stake holes bore diameter measuring method
CN212747771U (en) Underground drainage pipeline inner bottom elevation measuring device
CN106052973B (en) Dike piping leaks intensity detecting device and its detection method
CN114396853A (en) Device and method for measuring pipe diameter and fullness of municipal drainage pipeline
CN104280096A (en) Self-floating water level tester
CN110043804B (en) Measuring device for defect point of submarine pipeline
CN216977725U (en) Device for measuring municipal drainage pipeline pipe diameter and fullness
CN202757564U (en) Umbrella-shaped inside caliper
CN102967237A (en) Multifunctional measuring apparatus for erecting main cable strand of suspension bridge
CN208282900U (en) A kind of hydraulic engineering measuring device for facilitating observation water level
CN208269918U (en) Round tube jacking deviation measuring apparatus
CN2888410Y (en) Simple height measurer
CN202485614U (en) Device for detecting internal shape and size of underground shaft
CN109682282A (en) The measuring tool and measurement method of drainage pipeline caliber in well
CN106150479B (en) Use method of convenient gravity type laser verticality and aperture detector
CN113465465A (en) Pipe well detection rod
CN102023001B (en) Method for checking height difference between joints of cross arms for cross arms of dual-column pole tower
CN203642955U (en) Inspection well detection device based on computer control
CN206847544U (en) The real-time detection apparatus of building cracks
CN208000104U (en) A kind of plastic conduit deformation rate detection construction
CN113091563A (en) Method for measuring thickness of sediment in drain pipe
CN105424004A (en) Multifunctional laser vertical level bar
CN216717353U (en) Quick testing arrangement of open-air multiple spot difference

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination