CN213179809U

CN213179809U - Device for measuring buried depth and pipe inner diameter of rain sewage pipeline

Info

Publication number: CN213179809U
Application number: CN202022438839.7U
Authority: CN
Inventors: 韩京辉; 李予红; 张伟朋; 刘晓林; 甄彦龙; 张耀臣; 葛少挺; 商立鹏; 张庆圆; 赵彦博; 魏会娇; 刘爱磊
Original assignee: Center Of Hebei Province Land And Resources Bureau Of Geology And Mineral Resources Exploration
Current assignee: Center Of Hebei Province Land And Resources Bureau Of Geology And Mineral Resources Exploration
Priority date: 2020-10-28
Filing date: 2020-10-28
Publication date: 2021-05-11
Anticipated expiration: 2030-10-28

Abstract

The utility model discloses a measuring device of rain sewage pipeline buried depth and inside pipe diameter, including the horizontal pole, vertical connecting rod and deposit probe respectively at the horizontal pole both ends, mobile rod and deposit probe are located the horizontal pole both sides respectively, upwards depict and mark the scale in proper order along deposit probe length direction by deposit probe bottom, the mobile rod marks along deposit probe scale value in proper order, mobile rod sliding connection removes the scale, it can follow mobile rod length direction and slide to remove the scale, it adopts middle part location scale mark to remove the scale, when middle part location scale mark is along removing scale length direction to the upper end mark scale, the originated scale of middle part location scale mark is zero, when middle part location scale mark is along removing scale length direction to lower extreme mark scale, the originated scale of middle part location scale mark equals with the length value of deposit probe. The utility model has the advantages of simple measurement, improved precision, reduced labor intensity of workers and improved safety; the method is suitable for measuring the buried depth of the sewage pipe and the inner diameter of the pipe.

Description

Device for measuring buried depth and pipe inner diameter of rain sewage pipeline

Technical Field

The utility model belongs to the technical field of measuring equipment, concretely relates to measuring device of rain sewage pipeline buried depth and pipe internal diameter.

Background

The sewage pipeline system consists of pipelines for collecting and conveying urban sewage and auxiliary structures thereof, wherein the sewage flows into the main pipe from the branch pipe, flows into the main pipe and finally flows into a sewage treatment plant. The pipelines are distributed like rivers from small to large in a tree shape and are completely different from the circulation through condition of a water supply pipe network. The sewage flows from high to low in the pipeline generally by the water surface difference at two ends of the pipeline, and the inside of the pipeline does not bear pressure, namely the sewage flows by gravity.

The sewage flows in the pipeline and flows from a high position to a low position by depending on the water surface difference of two ends of the pipeline, so that when the sewage pipeline is buried deeply, the buried depth values of the two ends of the sewage pipeline are required to be measured frequently, the height difference of the two ends of the sewage pipeline is calculated, and when the buried depth and the pipe inner diameter of the sewage pipeline are measured at present, a plurality of persons are required to cooperate, and workers need to climb up and down in a sewage well, so that the danger degree and the labor intensity of the workers are increased, the measurement work is complex, and the measurement data precision is poor.

SUMMERY OF THE UTILITY MODEL

The utility model provides a solve sewage pipeline buried depth and pipe internal diameter measurement work complicated, the measured data precision is poor, the measuring device of the big rain sewage pipeline buried depth of workman dangerous degree and intensity of labour and pipe internal diameter.

In order to achieve the above object, the utility model adopts the following technical scheme:

a device for measuring the buried depth and the inner diameter of a rain and sewage pipeline comprises a cross rod, wherein two ends of the cross rod are respectively vertically connected with a main rod and a sediment probe, the main rod and the sediment probe are respectively positioned at two sides of the cross rod, the bottom of the sediment probe is sequentially carved upwards along the length direction of the sediment probe and is marked with scales, the main rod is sequentially marked along the scale values of the sediment probe, the main rod is connected with the movable scale in a sliding way, the movable scale can slide back and forth along the length direction of the main rod, the movable scale adopts a middle positioning scale mark, when the middle positioning scale mark marks the scale on the upper end along the length direction of the movable scale, the starting scale of the middle positioning scale mark is zero, when the middle positioning scale mark marks the scale at the lower end along the length direction of the movable scale, the length value of the starting scale of the middle positioning scale mark is equal to that of the sediment probe.

The cross bar is a length-adjustable cross bar, the length-adjustable cross bar comprises a first cross bar and a second cross bar, and the first cross bar is in threaded connection with the second cross bar.

As another limitation, the main rods are a plurality of, and adjacent main rods are detachably connected.

As another limitation, one end of the movable scale is connected with a positioning mechanism, and the positioning mechanism is connected with the main rod.

As another kind of injecture, positioning mechanism (7) are the retaining member, the retaining member includes the surround body and connector link, surround body coupling and remove the scale, surround the articulated connector link one end of body one end, surround body other end buckle and connect the connector link other end, when the retaining member is at work station, make fixed establishment and mobile jib fastening connection.

As another limitation, one end of the movable scale, which is far away from the positioning mechanism, is connected with a limiting ring, and the limiting ring is sleeved on the main rod.

As another limitation, the moving scale is embedded with a magnet near the main rod end.

As another limitation, the number of the magnets is several, and the magnets are arranged at intervals along the length direction of the moving scale.

As another limitation, a reinforcing rib is connected at the joint of the main rod and the cross rod, and two ends of the reinforcing rib are respectively connected with the main rod and the cross rod; and the joint of the cross rod and the sediment probe is connected with a reinforcing rib, and two ends of the reinforcing rib are respectively connected with the cross rod and the sediment probe.

As another limitation, the movable scale is horizontally connected with a limiting rod, and the limiting rod is positioned at the position of the headquarter positioning scale mark.

Compared with the prior art, the utility model, the technological progress who gains lies in:

the utility model discloses a measuring device, including the horizontal pole, the both ends of horizontal pole are vertical connecting rod and deposit probe respectively, the both sides that main rod and deposit probe are located the horizontal pole respectively, by deposit probe bottom upwards carve and mark the scale along deposit probe length direction in proper order, the main rod marks along deposit probe scale value in proper order, main rod sliding connection removes the scale, it can follow main rod length direction reciprocating sliding to remove the scale, remove the scale and adopt middle part location scale mark, when middle part not location scale mark along removing scale length direction to the upper end mark scale, middle part location scale mark initial scale is zero, when middle part location scale mark along removing scale length direction to the lower extreme mark scale, middle part location scale mark initial scale equals with the length value of deposit probe; when the device is used for measuring the buried depth and the inner diameter of the sewage pipeline, a worker stretches one end of the sediment probe into the sewage pipeline to enable the sediment probe to be abutted against the bottom of the sewage pipeline, and the scale numerical value of the flush well mouth of the main rod is the buried depth numerical value of the sewage pipeline; when the sediment probe is abutted against the bottom of the sewage pipe, the middle positioning scale of the movable scale is leveled with a well mouth and the movable scale is fixed, a worker moves the main rod upwards to abut the cross rod against the upper part of the sewage pipe, the scale value of the movable scale which is leveled with the well mouth is recorded, and the scale value is the value of the inner diameter of the pipe; the device enables the measurement of the buried depth and the inner diameter of the pipe of the sewage pipeline to be simple, time-saving and labor-saving, improves the precision, reduces the labor intensity of workers and improves the safety of the workers; to sum up, the utility model solves the problems of complicated work of measuring the depth of the sewage pipeline and the inner diameter of the pipeline, poor precision of measured data, and large danger degree and labor intensity of workers, so that the measurement is simple, time-saving and labor-saving, the precision is improved, the labor intensity of the workers is reduced, and the safety of the workers is improved; the method is suitable for measuring the buried depth of the sewage pipe and the inner diameter of the pipe.

Drawings

The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention.

In the drawings:

fig. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic structural diagram of a sediment probe according to an embodiment of the present invention;

fig. 3 is a schematic structural view of a cross bar with adjustable length according to an embodiment of the present invention;

fig. 4 is a schematic structural diagram of a front face of a movable scale according to an embodiment of the present invention;

fig. 5 is a schematic structural view of the back of the movable scale according to the embodiment of the present invention;

fig. 6 is a schematic structural diagram of the main rod of the embodiment of the present invention;

fig. 7 is a schematic structural diagram of a positioning mechanism according to an embodiment of the present invention.

Labeling components: the method comprises the following steps of 1-a cross rod, 101-a first cross rod, 102-a second cross rod, 2-a main rod, 3-a sediment probe, 4-a moving scale, 5-scales, 6-middle positioning scale marks, 7-a positioning mechanism, 701-a surrounding body, 702-a connecting buckle, 8-a limiting ring, 9-a magnet, 10-a reinforcing rib and 11-a limiting rod.

Detailed Description

The preferred embodiments of the present invention will be described below with reference to the accompanying drawings. It should be understood that the preferred embodiments described herein are for purposes of illustration and explanation only and are not intended to limit the invention.

Embodiment is a device for measuring the buried depth and the pipe inner diameter of a rain and sewage pipeline

The embodiment discloses a device for measuring the buried depth and the pipe inner diameter of a rainwater and sewage pipeline, and as shown in fig. 1, fig. 2, fig. 3 and fig. 6, the device comprises a cross rod 1, preferably, the cross rod 1 is a length-adjustable cross rod, the length-adjustable cross rod comprises a first cross rod 101 and a second cross rod 102, the first cross rod 101 is in threaded connection with the second cross rod 102, the arrangement can enable the cross rod 1 to adapt to sewage wells with different specifications, the application range of the cross rod 1 is improved, and a fastening nut can be further in threaded connection between the first cross rod 101 and the second cross rod 102 and used for locking the first cross rod 101 and the second cross rod 102; one end of a cross rod 1 can be fixedly connected with a main rod 2 in a welding mode, the main rods 2 are multiple, the adjacent main rods 2 can be detachably connected, such as a buckle and a lock catch, preferably, the adjacent main rods 2 are connected through threads, the multiple main rods 2 can adapt to sewage wells with different depths, the application range of the main rods 2 is increased, preferably, one end of the cross rod 1 is connected with the main rods 2 through threads, the other end of the cross rod 1 can be fixedly connected with a sediment probe 3 in a welding mode, the other end of the cross rod 1 is connected with the sediment probe 3 through threads, the main rods 2 and the sediment probe 3 are respectively positioned at two sides of the cross rod 1, the main rods 2 and the sediment probe 3 are respectively vertically connected with the cross rod 1, preferably, the depths of the main rods 2 and the sediment probe 3 extending into the cross rod 1 are respectively equal to the heights, the scale 5 of the sediment probe 3 is not drawn in the figure, namely the scale of the bottom of the sediment probe 3 is zero, the scale of the sediment probe 3 is marked until the sediment probe 3 extends into the cross rod 1, the main rod 2 is sequentially marked along the scale values of the sediment probe 3, namely, the scale value marked on the main rod 2 is the continuation of the scale value marked on the sediment probe 3, the scale 5 is not marked on the part of the main rod 2 extending into the cross rod 1, namely, the scale values of the sediment probe 3 and the main rod 2 are continuous values, the scale value of the main rod 2 represents the length value from the bottom of the sediment probe 3 to the scale value of the main rod 2, the minimum unit of the scale values of the sediment probe 3 and the main rod 2 can be millimeter, the minimum unit of the scale values of the scale 5 is preferably centimeter, in order to reduce the number of the carving, 10 cm is specially used as a mark, and the marked number is sequentially increased by 10 cm, 20 cm, 30 cm and the like; the mobile scale 4 is connected with the mobile scale 2 in a sliding manner, the mobile scale 4 can slide back and forth along the length direction of the mobile scale 2, the mobile scale 4 adopts a middle positioning scale mark 6, when the middle positioning scale mark 6 marks a scale 5 towards the upper end along the length direction of the mobile scale 4, the initial scale of the middle positioning scale mark 6 is zero, when the middle positioning scale mark 6 marks a scale 5 towards the lower end along the length direction of the mobile scale 4, the initial scale of the middle positioning scale mark 6 is equal to the length value of the sediment probe 6, the minimum unit of the scale 5 marked by the mobile scale 4 is millimeter, each centimeter is marked at the position, the length of the mobile scale 4 is larger than the diameter of the sewage pipe, the length of the lower end of the mobile scale 4 is preferably larger than the diameter of the sewage pipe, and the measurement values of the burial depth of the sewage pipe and the inner diameter of the pipe can, the measurement precision is improved; when the device is used, a worker extends the end of the sediment probe 6 into the bottom of a sewage pipeline through a sewage wellhead to enable the sediment probe 6 to be abutted against the bottom of the inner wall of the sewage pipeline, the movable scale 4 is slid to enable the initial scale of the movable scale 4 to be zero end upwards, the middle positioning scale mark 6 of the movable scale 4 is aligned with the highest mark at the lower end of the sewage wellhead, the scale 5 value of the movable scale 4 which is flush with the sewage wellhead is recorded, and the mark value at the highest position of the main rod 2 and the scale 5 value of the movable scale 4 are the buried depth value of the sewage pipeline; the movable scale 4 slides upwards along the main rod 2 to enable the middle positioning scale mark 6 to be aligned with a sewage wellhead, a worker lifts the main rod 2 upwards to enable the upper surface of the cross rod 1 to be abutted against the top wall of the sewage pipe, the numerical value of the lower end of the initial scale of the movable scale 4 is recorded, and the numerical value is the numerical value of the inner diameter of the sewage pipe, so that the measurement of the buried depth of the sewage pipe and the inner diameter of the sewage pipe is completed; the advantage of this embodiment lies in from above-mentioned setting, has solved sewage pipe buried depth and pipe internal diameter measurement work complicacy, measured data precision is poor, workman's dangerous degree and intensity of labour are big problem, makes sewage pipe buried depth and pipe internal diameter measurement simple, labour saving and time saving, and the precision is high, has reduced workman's intensity of labour, has improved workman's security.

One preferable structure of the moving scale 4 of this embodiment is, as shown in fig. 4, fig. 5, and fig. 7, one end of the moving scale 4 is connected to the positioning mechanism 7, the positioning mechanism 7 is connected to the main rod 2, the positioning mechanism 7 is a locking member, the locking member includes a surrounding body 701 and a connecting buckle 702, the surrounding body 701 is connected to the moving scale 4 through a rivet, the surrounding body 701 can also be connected to the moving scale 4 through a bolt, one end of the surrounding body 701 is hinged to one end of the connecting buckle 702, the other end of the surrounding body 701 is connected to the other end of the connecting buckle 702 in a snap-fit manner, preferably, the locking degree of the locking member is adjustable, one end of the surrounding body 701 is hinged to one end of the connecting buckle 702, the movable scale 4 can slide along the main rod 2 when the locking piece is positioned at an opening station; one end, far away from the positioning mechanism 7, of the movable scale 4 is connected with a limiting ring 8, the limiting ring 8 is sleeved on the main rod 2, the limiting ring 8 can slide along the length direction of the main rod 2, and the limiting ring 8 is arranged to prevent the movable scale 4 from being separated from the main rod 2 in the moving process; the magnet 9 is embedded at the end, close to the main rod 2, of the movable scale 4, a plurality of magnets 9 are arranged, the magnets 9 are arranged at intervals along the length direction of the movable scale 4, the movable scale 4 can be attached to the main rod 2 more tightly by arranging the magnets 9, and the positions of the movable scale 4 and the main rod 2 can be adjusted conveniently when the movable scale 4 is aligned with the scales 5 of the main rod 2; preferentially, 4 levels of movable scale can be dismantled and connect gag lever post 11, gag lever post 11 is located 6 departments of middle part location scale mark, it is convenient to the regulation that middle part location scale mark 6 on the movable scale 4 aligns with the sewage well head to set up gag lever post 11, it is more convenient to make the measuring tube internal diameter, therefore, the work efficiency is improved, the advantage of this embodiment lies in, adopt the above-mentioned setting, conveniently, movable scale 4 slides and fixes along mobile jib 2, and conveniently, movable scale 4 adjusts with mobile jib 2's scale, it is more convenient to make the measurement, and is fast, and the work efficiency is improved.

A preferable structure of the reinforcing rib 10 in this embodiment is, as shown in fig. 1, a bolt is connected to a reinforcing rib 10 at a joint of the main rod 2 and the cross rod 1, two ends of the reinforcing rib 10 are respectively connected to the main rod 2 and the cross rod 1 through bolts, a bolt is connected to a reinforcing rib 10 at a joint of the cross rod 1 and the sediment probe 3, two ends of the reinforcing rib 10 are respectively connected to the cross rod 1 and the sediment probe 3 through bolts, and this arrangement can increase the stability between the main rod 2 and the cross rod 1 and increase the stability between the cross rod 1 and the sediment probe 3, thereby avoiding an error caused by a measurement result of a buried depth of a sewage pipe due to deformation between the main rod 2 and the cross rod; the advantage of this embodiment lies in that, with the above arrangement, the stability between the main rod 2 and the cross rod 1, and between the cross rod 1 and the sediment probe 3 can be increased, and the measurement accuracy of the buried depth of the sewage pipe can be improved.

The embodiment of the utility model provides a theory of operation as follows:

when the device is used, a worker extends the end of the sediment probe 3 into a sewage pipeline through a sewage wellhead to enable the sediment probe 3 to be abutted against the bottom of the inner wall of the sewage pipeline, the movable scale 4 slides to enable the initial scale of the movable scale 4 to be zero end upwards, the middle positioning scale mark 6 of the movable scale 4 is aligned with the highest mark at the lower end of the sewage wellhead, the movable scale 4 is fixed with the main rod 2 through the locking part, the scale value of the movable scale 4 which is flush with the sewage wellhead is recorded, and the mark value at the highest position of the main rod 2 and the scale 5 value of the movable scale 4 are the buried depth value of the sewage pipeline; open the retaining member, along mobile jib 2 upward sliding movement scale 4, make gag lever post 11 be connected with removal scale 4, gliding movement scale 4 makes gag lever post 11 and sewage well head looks butt, promptly: the middle positioning scale mark 6 is aligned with the sewage wellhead, a worker lifts the main rod 2 upwards to enable the upper surface of the cross rod 1 to be abutted to the top wall of the sewage pipe, the numerical value of the lower end of the initial scale of the movable scale 4 is recorded, the numerical value is the numerical value of the inner diameter of the sewage pipe, and the measurement of the buried depth and the inner diameter of the sewage pipe is completed.

Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the scope of the protection of the claims of the present invention.

Claims

1. The utility model provides a measuring device of rain sewage pipeline buried depth and pipe internal diameter which characterized in that: including horizontal pole (1), the both ends of horizontal pole (1) are vertical connecting rod (2) and deposit probe (3) respectively, mobile rod (2) with deposit probe (3) are located respectively the both sides of horizontal pole (1), by deposit probe (3) bottom makes progress in proper order along deposit probe (3) length direction and marks scale (5), mobile rod (2) are followed deposit probe (3) scale numerical value and are marked in proper order, mobile rod (2) sliding connection removes scale (4), mobile rod (2) length direction reciprocating slide can be followed in mobile rod (4), mobile scale (4) adopt middle part location scale mark (6), when middle part location scale mark (6) are followed mobile rod (4) length direction and are marked scale (5) to the upper end, the initial scale of middle part location scale mark (6) is zero, when the middle positioning scale mark (6) marks the scale (5) towards the lower end along the length direction of the movable scale (4), the starting scale of the middle positioning scale mark (6) is equal to the length value of the sediment probe (3).

2. The device for measuring the buried depth and the inner diameter of the pipe of the rainwater and sewage pipeline according to claim 1, wherein: the cross rod (1) is a cross rod with adjustable length, the cross rod with adjustable length comprises a first cross rod (101) and a second cross rod (102), and the first cross rod (101) is in threaded connection with the second cross rod (102).

3. The device for measuring the buried depth and the inner diameter of the pipe of the rainwater and sewage pipeline according to claim 1, wherein: the mobile jib (2) are a plurality of, and adjacent the mobile jib (2) can dismantle the connection between them.

4. The device for measuring the buried depth and the inner diameter of the pipe of the rainwater and sewage pipeline according to claim 1, wherein: and one end of the movable scale (4) is connected with a positioning mechanism (7), and the positioning mechanism (7) is connected with the main rod (2).

5. The device for measuring the buried depth and the inner diameter of the pipe of the rainwater and sewage pipeline according to claim 4, wherein: positioning mechanism (7) is the retaining member, the retaining member includes surround body (701) and connector link (702), surround body (701) this body coupling and remove scale (4), surround body (701) one end articulated connector link (702) one end, connect link (702) the other end is connected to surround body (701) other end buckle, and the retaining member makes when being in work station positioning mechanism (7) and mobile jib (2) fastening connection.

6. The device for measuring the buried depth and the inner diameter of the pipe of the rainwater and sewage pipeline according to claim 5, wherein: the movable scale (4) is far away from one end of the positioning mechanism (7) and is connected with a limiting ring (8), and the limiting ring (8) is sleeved on the main rod (2).

7. The device of claim 6, wherein the device is adapted to measure the depth of a storm sewer pipe and the inner diameter of the pipe, and further comprising: the movable scale (4) is close to the end of the main rod (2) and is embedded with a magnet (9).

8. The device for measuring the buried depth and the inner diameter of the pipe of the rainwater and sewage pipeline according to claim 7, wherein: the magnets (9) are arranged in a plurality of numbers, and the magnets (9) are arranged at intervals along the length direction of the movable scale (4).

9. The device for measuring the buried depth and the inner diameter of the pipe of the rainwater and sewage pipeline according to claim 1, wherein: the joint of the main rod (2) and the cross rod (1) is connected with a reinforcing rib (10), and two ends of the reinforcing rib (10) are respectively connected with the main rod (2) and the cross rod (1); and the joint of the cross rod (1) and the sediment probe (3) is connected with a reinforcing rib (10), and two ends of the reinforcing rib (10) are respectively connected with the cross rod (1) and the sediment probe (3).

10. The device for measuring the buried depth and the pipe inner diameter of a storm sewer according to any one of claims 1-9, wherein: the movable scale (4) is horizontally connected with a limiting rod (11), and the limiting rod (11) is located at the middle positioning scale mark (6).