CN107144261A - A kind of pile tube perpendicularity deviation rapid measurement device and detection method - Google Patents
A kind of pile tube perpendicularity deviation rapid measurement device and detection method Download PDFInfo
- Publication number
- CN107144261A CN107144261A CN201710338103.2A CN201710338103A CN107144261A CN 107144261 A CN107144261 A CN 107144261A CN 201710338103 A CN201710338103 A CN 201710338103A CN 107144261 A CN107144261 A CN 107144261A
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- Prior art keywords
- pile tube
- dial
- pile
- perpendicularity deviation
- measurement device
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
- G01C9/12—Measuring inclination, e.g. by clinometers, by levels by using a single pendulum plumb lines G01C15/10
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- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The invention discloses a kind of pile tube perpendicularity deviation rapid measurement device, including dial, vertical pin, measuring staff and base；The dial down and indicates inclination angle graduation apparatus in sector, its arc end, and its circle centre position is connected with vertical pin, and inclination angle graduation apparatus is pointed at the pointer end of the pin that hangs down；The dial is also connected with the upper end of measuring staff, and both centres of form meet at the circle centre position of dial；The measuring staff lower end is vertically connected at the center of the base.The invention also discloses a kind of pile tube perpendicularity deviation method for fast measuring using the device.A kind of pile tube perpendicularity deviation rapid measurement device of the present invention is simple in construction, easy to operate；Using the measuring method quickly, efficiently and accurately of the measurement apparatus, it can be detected after the completion of single pile construction, being conducive to pinpointing the problems in time in Soft Soil Districts pile foundation construction adopts remedial measures, improve pile foundation construction quality.
Description
Technical field
The invention belongs to construction account technical field of construction, and in particular to a kind of pile tube perpendicularity deviation rapid measurement device
And detection method.
Background technology
Pile for prestressed pipe is in work progress due between constructing operation error, weak foundation soil, pile machine equipment extruding, stake
The factors such as soil compaction effect cause pile foundation quality problem to happen occasionally, and there is pile body inclining in various degree after earth excavation asks
Topic.Pile body perpendicularity should be detected according to after code requirement excavation of foundation pit, conventional plummet method need to be by pile body surrounding soil
Excavate 1~2m deep, labor intensity is big and measurement error is larger, ball method requires to be no less than 3m spaces and pile tube inwall inside pile tube
Rule and measure it is cumbersome, detection efficiency is low.
Accordingly, it would be desirable to a kind of measurement apparatus and detection method that can effectively solve the above problems.
The content of the invention
The technical problem to be solved in the present invention is：A kind of pile tube perpendicularity deviation rapid measurement device and detection side are provided
Method, the perpendicularity of quick detection pile tube is capable of using the present invention, easy to operate, and data are accurate, effectively overcome traditional plummet method,
The problem of measuring method such as ball method complex operation, low precision.
The technical scheme that the present invention solves technical problem is as follows：
A kind of pile tube perpendicularity deviation rapid measurement device of the present invention, including dial, vertical pin, measuring staff and base；It is described
Dial down and indicates inclination angle graduation apparatus in sector, its arc end, and its circle centre position is connected with vertical pin, the pointer end of the pin that hangs down
Point to inclination angle graduation apparatus；Upper end of the dial also with the measuring staff is connected, and both centres of form meet at the center of circle of dial
Place；The measuring staff is expansion link, and its lower end is vertically connected at the center of the base.
Further, the dial in its circle centre position and vertical pin by being hinged rivet interlacement.
Further, the measuring staff adjustable range is 1m~5m.
Further, the base is decussate texture, and 4 regulating bolts are symmetrically arranged with below.
The technical scheme that the present invention also provides another solution technical problem is as follows：
A kind of pile tube perpendicularity deviation quick determination method of the present invention, it is characterised in that：Utilize institute in above-mentioned technical proposal
A kind of pile tube perpendicularity deviation rapid measurement device stated is detected, is comprised the following steps：
Step one：The debris such as the soil cleared up on the end plate of pile tube, enable the measurement apparatus base and termination plate level
Laminating；
Step 2：Measuring staff length is adjusted according to the stake top elevation location of pile tube, is easy to survey crew to pacify the measurement apparatus
It is placed on end plate；
Step 3：Measurement apparatus placing direction is adjusted according to the end plate incline direction of pile tube, the pin that hung down on dial is read
The reading and record of the inclination angle graduation apparatus of instruction, the reading is pile body inclining angle；
Step 4：Repeat the above steps, be sequentially completed whole pile tube inclination angle detections；
Step 5：The perpendicularity of each pile tube is calculated according to the pile body inclining angle reading of each pile tube.
Compared with prior art, the present invention has advantages below：(1) measurement apparatus is simple in construction, easy to operate, available
Often there is material quick Fabrication；(2) it is simple to operate using the detection method of the measurement apparatus, without complicated process of measurement, and
Measurement result is accurate, and detection efficiency is high, can accelerating construction progress, reduce engineering cost, it is good in economic efficiency, it is practical.
Brief description of the drawings
Fig. 1 is pile tube perpendicularity deviation rapid measurement device structural representation of the present invention；
Fig. 2 is the structural representation that dial is connected with measuring staff in pile tube perpendicularity deviation rapid measurement device of the present invention；
Fig. 3 is the schematic diagram of base in pile tube perpendicularity deviation rapid measurement device of the present invention；
Fig. 4 is a kind of detects schematic diagram of pile tube perpendicularity deviation quick determination method of the invention；
In figure：1. dial 2. hangs down, the inclination angle graduation apparatus 4. of pin 3. is hinged the regulating bolt 8. of 5. measuring staff of rivet, 6. base 7. and managed
9. end plates of stake.
Embodiment
In order to preferably explain the present invention, come below in conjunction with the accompanying drawings with specific embodiment in the present invention is furture elucidated
Hold, but present disclosure is not limited only to following examples.
Embodiment 1：
As shown in Figure 1 to Figure 3, a kind of pile tube perpendicularity deviation rapid measurement device, including dial 1, vertical pin 2, measuring staff 5
With base 6；The dial 1 down and indicates inclination angle graduation apparatus 3 in sector, its arc end, and its circle centre position is connected with vertical pin
2, inclination angle graduation apparatus 3 is pointed at the pointer end of the pin 2 that hangs down；Upper end of the dial 1 also with the measuring staff 5 is connected, both
The centre of form meets at the circle centre position of dial 1；The measuring staff 5 is expansion link, and its lower end is vertically connected at the center of the base 6.
As shown in Fig. 2 dial 1 described in the present embodiment is connected in its circle centre position with vertical pin 2 by being hinged rivet 4.Scale
Disk 1 is connected in its circle centre position with vertical pin 2 by being hinged rivet 4, may be such that the vertical pin 2 after connection under gravity can be
Swing, when the device is used to measure, to read accurate pile body inclining angle number.
The adjustable range of measuring staff 5 described in the present embodiment is 1m~5m.Measuring staff 5 is set to expansion link, profit is the advantage is that
, can be according to the height of the stake top Pass line adjustment measuring staff 5 of pile foundation, the need for being convenient for measuring when being measured with the device.
Base 6 described in the present embodiment is decussate texture, and 4 regulating bolts 7 are symmetrically arranged with below.By base 6
The advantage for being set to decussate texture is simple in construction, is easy to place, and very steady；The lower section of the base 6 is symmetrical arranged 4
The advantage of regulating bolt 7 is according to the spacing of symmetrical two regulating bolts of the big minor adjustment of pile tube internal diameter base 6 can be easy to pacify
It is placed on pile cover, improves measurement efficiency.
Embodiment 2：
As shown in figure 4, a kind of pile tube perpendicularity deviation quick determination method of the invention, it is characterised in that：Utilize above-mentioned reality
Apply described in example 1 that a kind of pile tube perpendicularity deviation rapid measurement device is detected, comprise the following steps：
Step one：The debris such as the soil cleared up on the end plate 9 of pile tube 8, enable the measurement apparatus base 6 and end plate 9
Horizontal abutment；
Step 2：The length of measuring staff 5 is adjusted according to the stake top elevation location of pile tube 8, is easy to survey crew by the measurement apparatus
It is placed on end plate 9；
Step 3：The measurement apparatus placing direction is adjusted according to the incline direction of end plate 9 of pile tube 8, read on dial 1
The reading and record for the inclination angle graduation apparatus 3 that the pin 2 that hangs down is indicated, the reading is pile body inclining angle；
Step 4：Repeat the above steps, be sequentially completed the detection at whole pile body inclining angles of pile tube 8；
Step 5：The perpendicularity of each pile tube 8 is calculated according to the pile body inclining angle reading of each pile tube 8.
Claims (5)
1. a kind of pile tube perpendicularity deviation rapid measurement device, it is characterised in that：Including dial (1), hang down pin (2), measuring staff (5)
With base (6)；The dial (1) is in sector, and its arc end down and indicates inclination angle graduation apparatus (3), the connection of its circle centre position
There is vertical pin (2), inclination angle graduation apparatus (3) is pointed at the pointer end of the pin (2) that hangs down；The dial (1) also with the measuring staff (5)
Upper end is connected, and both centres of form meet at the circle centre position of dial (1)；The measuring staff (5) is expansion link, and its lower end is vertically connected at
The center of the base (6).
2. a kind of pile tube perpendicularity deviation rapid measurement device according to claim 1, it is characterised in that：The dial
(1) it is connected in its circle centre position with vertical pin (2) by being hinged rivet (4).
3. a kind of pile tube perpendicularity deviation rapid measurement device according to claim 1, it is characterised in that：The measuring staff (5)
Adjustable range is 1m~5m.
4. a kind of pile tube perpendicularity deviation rapid measurement device according to claim 1, it is characterised in that：The base (6)
For decussate texture, 4 regulating bolts (7) are symmetrically arranged with below.
5. a kind of pile tube perpendicularity deviation quick determination method, it is characterised in that：Utilize the described one kind of any one of claim 1-4
Pile tube perpendicularity deviation rapid measurement device is detected, is comprised the following steps：
Step one：The debris such as the soil cleared up on the end plate (9) of pile tube (8), make the measurement apparatus base (6) energy and end plate
(9) horizontal abutment；
Step 2：Measuring staff (5) length is adjusted according to the stake top elevation location of pile tube (8), is easy to survey crew by the measurement apparatus
It is placed on end plate (9)；
Step 3：The measurement apparatus placing direction is adjusted according to end plate (9) incline direction of pile tube (8), dial (1) is read
The reading and record for the inclination angle graduation apparatus (3) that upper vertical pin (2) is indicated, the reading is pile body inclining angle；
Step 4：Repeat the above steps, be sequentially completed the detection of whole pile tubes (8) inclination angle；
Step 5：The perpendicularity of each pile tube (8) is calculated according to the pile body inclining angle reading of each pile tube (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710338103.2A CN107144261A (en) | 2017-05-15 | 2017-05-15 | A kind of pile tube perpendicularity deviation rapid measurement device and detection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710338103.2A CN107144261A (en) | 2017-05-15 | 2017-05-15 | A kind of pile tube perpendicularity deviation rapid measurement device and detection method |
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| Publication Number | Publication Date |
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| CN107144261A true CN107144261A (en) | 2017-09-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710338103.2A Pending CN107144261A (en) | 2017-05-15 | 2017-05-15 | A kind of pile tube perpendicularity deviation rapid measurement device and detection method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108680141A (en) * | 2018-08-21 | 2018-10-19 | 中国十七冶集团有限公司 | Stand column pile steel pipe testing apparatus for verticality and detection method |
| CN109373972A (en) * | 2018-10-31 | 2019-02-22 | 中国电建集团山东电力建设第工程有限公司 | A kind of pile body testing apparatus for verticality |
| CN111811473A (en) * | 2020-07-17 | 2020-10-23 | 中铁一局集团有限公司广州分公司 | Slope measuring device for construction engineering |
| CN113063373A (en) * | 2021-02-04 | 2021-07-02 | 中国市政工程中南设计研究总院有限公司 | Tubular pile inclination angle detection coaxial positioning device capable of simultaneously measuring azimuth angle |
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| US4395829A (en) * | 1981-08-31 | 1983-08-02 | Loftus William F | Plumb measuring device |
| CN201637406U (en) * | 2010-03-19 | 2010-11-17 | 中铁六局集团有限公司 | Device for measuring gradient of pile hole of drilling pile |
| CN104344812A (en) * | 2013-08-06 | 2015-02-11 | 王书博 | Object surface angle measurement instrument |
| CN204228157U (en) * | 2014-11-13 | 2015-03-25 | 常州大学 | A kind of pile sinking inclination measurement instrument apparatus |
| CN205785198U (en) * | 2016-05-27 | 2016-12-07 | 葛洲坝测绘地理信息技术有限公司 | A kind of quickly detection earth excavation and backfill grade of side slope device |
| CN206122730U (en) * | 2016-08-23 | 2017-04-26 | 苏州工业园区华通科技有限公司 | Flange processing positioning fixture |
-
2017
- 2017-05-15 CN CN201710338103.2A patent/CN107144261A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4395829A (en) * | 1981-08-31 | 1983-08-02 | Loftus William F | Plumb measuring device |
| CN201637406U (en) * | 2010-03-19 | 2010-11-17 | 中铁六局集团有限公司 | Device for measuring gradient of pile hole of drilling pile |
| CN104344812A (en) * | 2013-08-06 | 2015-02-11 | 王书博 | Object surface angle measurement instrument |
| CN204228157U (en) * | 2014-11-13 | 2015-03-25 | 常州大学 | A kind of pile sinking inclination measurement instrument apparatus |
| CN205785198U (en) * | 2016-05-27 | 2016-12-07 | 葛洲坝测绘地理信息技术有限公司 | A kind of quickly detection earth excavation and backfill grade of side slope device |
| CN206122730U (en) * | 2016-08-23 | 2017-04-26 | 苏州工业园区华通科技有限公司 | Flange processing positioning fixture |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108680141A (en) * | 2018-08-21 | 2018-10-19 | 中国十七冶集团有限公司 | Stand column pile steel pipe testing apparatus for verticality and detection method |
| CN109373972A (en) * | 2018-10-31 | 2019-02-22 | 中国电建集团山东电力建设第工程有限公司 | A kind of pile body testing apparatus for verticality |
| CN109373972B (en) * | 2018-10-31 | 2021-11-05 | 中国电建集团山东电力建设第一工程有限公司 | Pile body verticality detection device |
| CN111811473A (en) * | 2020-07-17 | 2020-10-23 | 中铁一局集团有限公司广州分公司 | Slope measuring device for construction engineering |
| CN113063373A (en) * | 2021-02-04 | 2021-07-02 | 中国市政工程中南设计研究总院有限公司 | Tubular pile inclination angle detection coaxial positioning device capable of simultaneously measuring azimuth angle |
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Application publication date: 20170908 |