CN212030418U - Sediment thickness check out test set - Google Patents

Sediment thickness check out test set Download PDF

Info

Publication number
CN212030418U
CN212030418U CN202020257260.8U CN202020257260U CN212030418U CN 212030418 U CN212030418 U CN 212030418U CN 202020257260 U CN202020257260 U CN 202020257260U CN 212030418 U CN212030418 U CN 212030418U
Authority
CN
China
Prior art keywords
measuring
hammer
scale
inclinometer
flat bottom
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.)
Active
Application number
CN202020257260.8U
Other languages
Chinese (zh)
Inventor
施峰
黄阳
黄君一
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.)
Fujian Academy Of Building Research Co ltd
Fujian Building Engineering Quality Inspection Center Co ltd
Original Assignee
Fujian Academy Of Building Research Co ltd
Fujian Building Engineering Quality Inspection Center Co 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 Fujian Academy Of Building Research Co ltd, Fujian Building Engineering Quality Inspection Center Co ltd filed Critical Fujian Academy Of Building Research Co ltd
Priority to CN202020257260.8U priority Critical patent/CN212030418U/en
Application granted granted Critical
Publication of CN212030418U publication Critical patent/CN212030418U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model provides a sediment thickness check out test set, check out test set includes: the support is provided with at least one rail, and the rail is arranged on the support; the locator sliding frame is arranged on the track; the sharp bottom measuring hammer comprises a sharp bottom hammer head and a first tail wing, and the first tail wing is fixedly arranged above the sharp bottom hammer head; the flat bottom measuring hammer comprises a flat bottom hammer head and a second tail wing, and the second tail wing is fixedly arranged above the flat bottom hammer head; and two measuring ropes with scale, wherein one end of each measuring rope with scale is respectively connected with the pointed bottom measuring hammer and the flat bottom measuring hammer, and the other end of the measuring rope with scale passes through the positioner from the lower part during detection. The utility model discloses can improve sediment thickness measurement's stability and the degree of accuracy greatly.

Description

Sediment thickness check out test set
[ technical field ] A method for producing a semiconductor device
The utility model relates to an engineering check out test set, concretely relates to sediment thickness check out test set.
[ background of the invention ]
In engineering, after the cast-in-place pile is formed into a hole and before concrete is cast in, the thickness of sediment at the bottom of the hole needs to be detected, and the thickness of the sediment directly influences the bearing capacity of the cast-in-place pile. The commonly used detection methods at present include a probe method, a resistivity method and a measuring hammer method. The first two methods are relatively complex in detection and high in cost, and are mainly used for third-party detection. The detection principle of the hammer measurement method is as follows: and (4) comparing the depth of the flat-bottom measuring hammer descending to the upper surface of the sediment with the hole depth, wherein the difference value is the sediment thickness. The method has the advantages that: simple and high efficiency.
However, the existing detection method for the thickness of the cast-in-place pile pore-forming sediment by using a measuring hammer method has the following defects: 1. without a positioning device: the thickness of the sediment formed by the hole of the cast-in-place pile is not uniform, the specification requires that a central point and a plurality of peripheral points are detected, but the currently used heavy hammer has no positioning device, generally only can be subjected to preliminary detection near the central position by hand feeling, and has low accuracy and poor repeatability; 2. heavy hammer sway and rotation are serious, and the posture is unstable: due to the action of the upper layer of slurry, the heavy hammer is lifted to a certain height and can rotate and swing when falling, so that the heavy hammer deviates from the original fixed position; 3. without the tilt angle test device: the attitude may be inclined when falling into the slag layer, and the detection depth cannot be accurately recorded.
[ summary of the invention ]
The to-be-solved technical problem of the utility model lies in providing a sediment thickness check out test set, can improve sediment thickness measurement's stability and degree of accuracy greatly.
The utility model discloses a realize like this:
a sediment thickness detection apparatus, the detection apparatus comprising:
a support;
at least one rail, the rail is arranged on the bracket;
the locator sliding frame is arranged on the track;
the sharp bottom measuring hammer comprises a sharp bottom hammer head and a first tail wing, and the first tail wing is fixedly arranged above the sharp bottom hammer head;
the flat bottom measuring hammer comprises a flat bottom hammer head and a second tail wing, and the second tail wing is fixedly arranged above the flat bottom hammer head;
and two measuring ropes with scale, wherein one end of each measuring rope with scale is respectively connected with the pointed bottom measuring hammer and the flat bottom measuring hammer, and the other end of the measuring rope with scale passes through the positioner from the lower part during detection.
Furthermore, the detection equipment further comprises a first inclinometer, a second inclinometer and an inclination angle display, wherein the first inclinometer is fixed on the pointed bottom measuring hammer, the second inclinometer is fixed on the flat bottom measuring hammer, and the first inclinometer, the second inclinometer and the inclination angle display are electrically connected.
Further, the detection equipment also comprises a compass, and the compass is arranged on the bracket.
Further, a scale is arranged on the track.
Further, the locator is funnel-shaped locator, funnel-shaped locator's end opening diameter slightly is greater than take the diameter of scale measuring rope.
The utility model has the advantages of as follows:
the bracket of the utility model is provided with the compass and the funnel-shaped positioner, and the funnel-shaped positioner can slide along the track with the staff gauge, so that the hole depth and the sediment surface depth can be accurately detected at different positions of the pile hole by adjusting the position of the positioner; the measuring hammer of the utility model adopts bionics, refers to the stabilization principle of bow and arrow, and is provided with a feather-shaped empennage, thereby greatly improving the stability of the measuring hammer when falling and ensuring the stability of the detection process; the utility model discloses built-in inclinometer of survey hammer through connecting wire transmission data to inclination display, when the inclination is too big, thereby carries out inclination adjustment through the survey rope that pulls the area scale and guarantees the survey hammer plumb in the hole bottom, has improved the detection accuracy.
[ description of the drawings ]
The invention will be further described with reference to the following examples with reference to the accompanying drawings.
Fig. 1 is the utility model discloses a pointed end hammer measurement detects the effect picture of stake hole degree of depth.
Fig. 2 is the effect diagram of the flat bottom measuring hammer for detecting the depth of the upper surface of the sediment.
Fig. 3 is a top view of the support and pile hole of the present invention.
Fig. 4 is a schematic structural view of the sharp-bottomed measuring hammer of the present invention.
Fig. 5 is a schematic structural view of the flat bottom measuring hammer of the present invention.
[ detailed description ] embodiments
Referring to fig. 1-5, the utility model relates to a sediment thickness check out test set, check out test set includes:
a support 1;
at least one rail 2, wherein the rail 2 is arranged on the bracket 1;
the positioner 3 is arranged on the track 2 in a sliding manner;
the sharp bottom measuring hammer 4 comprises a sharp bottom hammer head 41 and a first tail wing 42, and the first tail wing 42 is fixedly arranged above the sharp bottom hammer head 41;
the flat bottom measuring hammer 5 comprises a flat bottom hammer head 51 and a second tail wing 52, wherein the second tail wing 52 is fixedly arranged above the flat bottom hammer head 51;
and two measuring ropes 6 with a scale, wherein one end of each measuring rope 6 with the scale is respectively connected with the pointed bottom measuring hammer 4 and the flat bottom measuring hammer 5, and the other end of each measuring rope 6 with the scale passes through the positioner 3 from the lower part during detection.
The detection equipment further comprises a first inclinometer 43, a second inclinometer 53 and an inclination display 7, wherein the first inclinometer 43 is fixed on the pointed bottom measuring hammer 4, the second inclinometer 53 is fixed on the flat bottom measuring hammer 5, and the first inclinometer 43 and the second inclinometer 53 are electrically connected with the inclination display 7.
The detection device further comprises a compass 8, and the compass 8 is arranged on the bracket 1.
A scale is arranged on the track 2.
Locator 3 is hopper-shaped locator, the end opening diameter of hopper-shaped locator slightly is greater than take the diameter of scale rope measuring 6.
The utility model discloses the effect of each structure is as follows:
(1) a sharp bottom measuring hammer 4: the pointed bottom hammer head 41 can pierce the sediment 20 and the mud to reach the bottom of the pile, and the marked depth of the measuring rope 6 with the scale is the hole depth; the first tail wing 42 is arranged, so that the sharp-bottom measuring hammer 4 can be balanced, and the posture of the sharp-bottom measuring hammer 4 can be kept when the sharp-bottom measuring hammer falls, so that the stability of the detection process is greatly improved; the first inclinometer 3 is arranged and can transmit the measured inclination angle of the sharp-bottomed measuring hammer 4 to the inclination angle display 7, and when the inclination angle is too large, the staff gauge measuring rope 6 is slowly pulled to enable the sharp-bottomed measuring hammer 4 to tend to be in a plumb state;
(2) flat bottom measuring hammer 5: the measuring tool is provided with a flat-bottom hammer 51 and can fall on the surface of the sediment 20, the marking depth of the measuring rope 6 with the marking ruler is the surface depth of the sediment, and the difference between the hole depth and the surface depth of the sediment is a detection object: the thickness of the sediment; the second tail wing 52 is arranged, so that the flat bottom measuring hammer 5 can be balanced, and the posture of the flat bottom measuring hammer 5 can be kept when the flat bottom measuring hammer falls, so that the stability of the detection process is greatly improved; the second inclinometer 53 is arranged, the measured inclination angle of the flat bottom measuring hammer 5 can be transmitted to the inclination angle display 7, and when the inclination angle is too large, the belt scale measuring rope 6 is slowly lifted to enable the flat bottom measuring hammer 5 to tend to be in a vertical state;
(3) funnel-shaped positioner: the device is used for positioning the sharp bottom measuring hammer 4 with the measuring rope 6 with the scale and the flat bottom measuring hammer 5, the lower opening of the funnel-shaped positioner is slightly larger than the measuring rope 6 with the scale, the positioning of the measuring hammer during falling can be well controlled, and meanwhile, the measuring hammer can be prevented from shifting when the measuring rope 6 with the scale is vertically adjusted along the funnel-shaped positioner;
(4) track with scale 2: the moving distance of the funnel-shaped positioner can be displayed very intuitively, and the detection position is determined;
(5) and a compass 8: a detection bearing is provided, typically pointing the track direction to true south or north.
The working process of the utility model is as follows:
1. and (3) detecting the hole depth:
step 1.1, detecting the hole depth by selecting a sharp bottom measuring 4 hammers;
step 1.2, erecting the support 1 on a pile hole 10, and pointing the direction of the track 2 to the south through a compass 8;
step 1.3, adjusting the funnel-shaped positioner on the support 1 to the central position of the pile hole 10;
step 1.4, one end of a measuring rope 6 with a scale penetrates through the funnel-shaped positioner, a sharp-bottom measuring hammer 4 is put down until the hole bottom is reached, and the sharp-bottom measuring hammer 4 is lifted and then freely falls again;
step 1.5, judging whether the measuring hammer is plumb or not according to the inclination angle data displayed by the inclination angle display 7; if not, the staff gauge measuring rope 6 is lifted again until the sharp-bottom measuring hammer 4 is plumb; if yes, reading the data of the measuring rope 6 with the scale, and entering the next step;
step 1.6, sliding the funnel positioner 3 along the track 2, and adjusting to a position to be detected according to a scale; when the azimuth needs to be adjusted, the bracket 1 is rotated by matching with the compass 8; returning to the step 1.4;
repeating the step 1.4-1.6 until all detection points are detected, and averaging the data of the measuring rope 6 with the ruler, namely the average hole depth; the hole depth can also be detected separately for each position.
2. And (3) detecting the depth of the sediment surface:
2.1, selecting a flat-bottom hammer to measure the surface depth of the test sediments by 5;
the rest steps are the same as the hole depth detection step; the surface depth of the sediment is obtained.
3. Subtracting the surface depth of the average sediment from the average hole depth to obtain the average sediment thickness; the depth of the surface of the sediment can be subtracted from the depth of the hole of the corresponding point, and the sediment thickness of each point is obtained.
The bracket 1 of the utility model is provided with the compass 8 and the funnel-shaped positioner, and the funnel-shaped positioner can slide along the track 2 with the scale, so that the hole depth and the surface depth of the sediment 20 can be accurately detected at different positions of the pile hole 10 by adjusting the position of the positioner 3; the measuring hammer of the utility model adopts bionics, refers to the stabilization principle of bow and arrow, and is provided with a feather-shaped empennage, thereby greatly improving the stability of the measuring hammer when falling and ensuring the stability of the detection process; the utility model discloses built-in inclinometer of survey hammer through connecting wire transmission data to inclination display, when the inclination is too big, thereby the pulling tape scale rope measuring 6 carries out the inclination and adjusts and guarantee the survey hammer plumb in the hole bottom, has improved the detection accuracy.
Although specific embodiments of the present invention have been described, it will be understood by those skilled in the art that the specific embodiments described are illustrative only and are not limiting upon the scope of the invention, and that equivalent modifications and variations can be made by those skilled in the art without departing from the spirit of the invention, which is to be limited only by the claims appended hereto.

Claims (5)

1. The utility model provides a sediment thickness check out test set which characterized in that: the detection apparatus includes:
a support;
at least one rail, the rail is arranged on the bracket;
the locator sliding frame is arranged on the track;
the sharp bottom measuring hammer comprises a sharp bottom hammer head and a first tail wing, and the first tail wing is fixedly arranged above the sharp bottom hammer head;
the flat bottom measuring hammer comprises a flat bottom hammer head and a second tail wing, and the second tail wing is fixedly arranged above the flat bottom hammer head;
and two measuring ropes with scale, wherein one end of each measuring rope with scale is respectively connected with the pointed bottom measuring hammer and the flat bottom measuring hammer, and the other end of the measuring rope with scale passes through the positioner from the lower part during detection.
2. The apparatus for detecting a thickness of sludge according to claim 1, wherein: the detection equipment further comprises a first inclinometer, a second inclinometer and an inclination angle display, wherein the first inclinometer is fixed on the pointed bottom measuring hammer, the second inclinometer is fixed on the flat bottom measuring hammer, and the first inclinometer, the second inclinometer and the inclination angle display are electrically connected.
3. The apparatus for detecting a thickness of sludge according to claim 1, wherein: the detection equipment further comprises a compass, and the compass is arranged on the support.
4. The apparatus for detecting a thickness of sludge according to claim 1, wherein: and a scale is arranged on the track.
5. The apparatus for detecting a thickness of sludge according to claim 1, wherein: the locator is for leaking hopper-shaped locator, the end opening diameter of leaking hopper-shaped locator slightly is greater than take the diameter of scale rope-measuring.
CN202020257260.8U 2020-03-05 2020-03-05 Sediment thickness check out test set Active CN212030418U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020257260.8U CN212030418U (en) 2020-03-05 2020-03-05 Sediment thickness check out test set

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020257260.8U CN212030418U (en) 2020-03-05 2020-03-05 Sediment thickness check out test set

Publications (1)

Publication Number Publication Date
CN212030418U true CN212030418U (en) 2020-11-27

Family

ID=73492279

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020257260.8U Active CN212030418U (en) 2020-03-05 2020-03-05 Sediment thickness check out test set

Country Status (1)

Country Link
CN (1) CN212030418U (en)

Similar Documents

Publication Publication Date Title
CN103090851B (en) Tubular pile inclination measuring device and using method thereof
CN209745188U (en) Bored concrete pile sediment thickness measurement appearance
CN108871208B (en) Automatic detection method for three-dimensional size of bulk grain vehicle box
CN114322892A (en) Detection device and detection method for sediment of cast-in-situ bored pile
CN112160743A (en) Method for detecting perpendicularity of drilled hole and method for detecting perpendicularity of pile body
CN110700261A (en) Verticality control system for steel pipe pile sinking
CN109989433A (en) A kind of device and its detection method of the superfilled height of real-time detection cast-in-situ bored pile
CN212030418U (en) Sediment thickness check out test set
CN205449052U (en) Device at laser survey building angle of inclination
CN112378381B (en) Slope gradient measuring device
CN111397486A (en) Sediment thickness check out test set
CN209083279U (en) A kind of hole tester for check borehole data
CN108766175B (en) Model device for demonstrating redirection of core and fracture paleo-geomagnetism
CN211824453U (en) Detection device
CN210141123U (en) Deep hole orientation testing device
CN115977170A (en) Pore-forming quality detection device and detection method for cast-in-situ bored pile
CN208568029U (en) A kind of underground water level measurement device
CN210198373U (en) Positioning device for sliding type clinometer
CN114136244A (en) Building face flatness detection device
CN217237276U (en) Be used for ground sampling engineering reconnaissance device
CN216246305U (en) Construction project cost field mapping device for construction project cost
CN219364734U (en) Building engineering foundation pile detection device
CN213928348U (en) Novel anchor eye measuring tool
CN215639587U (en) Deep foundation pit monitoring device
CN214372468U (en) Engineering surveying and mapping measurement field data acquisition recording device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant