CN107514019A - A kind of cast-in-place pile concrete face measuring equipment - Google Patents
A kind of cast-in-place pile concrete face measuring equipment Download PDFInfo
- Publication number
- CN107514019A CN107514019A CN201710984558.1A CN201710984558A CN107514019A CN 107514019 A CN107514019 A CN 107514019A CN 201710984558 A CN201710984558 A CN 201710984558A CN 107514019 A CN107514019 A CN 107514019A
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- Prior art keywords
- hole
- kickboard
- diameter
- top surface
- cast
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
Abstract
The invention discloses a kind of cast-in-place pile concrete face measuring equipment, including measurer body, middle sleeve, kickboard, guider, lining rope, pulling force sensor, battery and TD CLF L3 type controllers, kickboard is socketed with the outside of middle sleeve, first through hole is internally provided with metallic rod, blind hole is internally provided with shot, second through hole is internally provided with guider, measurer body is socketed in the middle part of conduit, lining rope is provided with pulling force sensor close to kickboard side, runner side is provided with motor, base top surface side is provided with expansion link, battery side is provided with TD CLF L3 type controllers, apparatus of the present invention are in concrete perfusion, device constantly can up move with concrete surface, the depth of concrete surface is accurately known by the lining rope being connected with device.Even if upper bore occur to cave in, measurement is not interfered with yet, can efficiently control waste of material yet, lining rope is drawn by motor, saves manpower.
Description
Technical field
The present invention relates to concreting field of measuring technique, specially a kind of cast-in-place pile concrete face measuring equipment.
Background technology
Traditional concrete surface measuring equipment, mainly it is made up of lining rope and a truncation reinforcing bar or heavier steel-product,
This device advantage is to make simply, and making material easily obtains, but the device measures the depth of concrete surface completely by experience
Degree, error are very big, it is impossible to the accurately depth of measurement concrete surface.Especially when stopping irrigating, concrete surface is deeper from the ground
Situation when, because mud severe increases and upper bore hole wall is unstable so that the top of concrete of measurement with it is actual
Concrete surface is quite different, and to ensure stake top concrete quality, during practice of construction, often more concrete perfusions, the engineering time is more
It is long, and cause substantial amounts of unnecessary construction cost increase or waste.
The content of the invention
The present invention provides a kind of cast-in-place pile concrete face measuring equipment, can effectively solve what is proposed in above-mentioned background technology
Problem.
To achieve the above object, the present invention provides following technical scheme：A kind of cast-in-place pile concrete face measuring equipment, including
Measurer body, lower sleeve, middle sleeve, kickboard, cavity, column, lining rope hole, first through hole, metallic rod, blind hole, shot, end
Lid, screwed hole, upper bush, the second through hole, guider, universal wheel, connecting rod, baffle plate, spring, conduit, lining rope, pulling force sensor,
Runner, motor, base, expansion link, directional wheel, battery and TD-CLF-L3 type controllers, the measurer body lower part are set
Lower sleeve is equipped with, the lower sleeve top surface is provided with middle sleeve, is socketed with kickboard on the outside of the middle sleeve, is opened inside the kickboard
Provided with cavity, the cavity inside is provided with column, and the kickboard top surface side offers lining rope hole, and kickboard top surface is uniformly opened
Provided with first through hole, the first through hole is internally provided with metallic rod, and the metallic rod top surface offers blind hole, in the blind hole
Portion is provided with shot, and the metallic rod top is socketed with end cap, and the end cover offers screwed hole, the middle sleeve top surface
It is provided with upper bush, the upper bush and middle sleeve upper side uniformly offer the second through hole, inside second through hole
Guider is provided with, described guider one end is provided with universal wheel, and the universal wheel is connected with connecting rod one end, and the connecting rod is another
End is provided with baffle plate, and spring is socketed with the middle part of connecting rod, and the measurer body is socketed in the middle part of conduit, and the lining rope hole is with surveying
Rope one end is connected, and the lining rope is provided with pulling force sensor close to kickboard side, and the lining rope other end is connected and is connected with runner,
The runner side is provided with motor, and the motor is secured by bolts in base top surface, and the base top surface side is set
Expansion link is equipped with, described expansion link one end is provided with directional wheel, and the chassis interior side is provided with battery, the battery
Side is provided with TD-CLF-L3 type controllers, the pulling force sensor and battery with TD-CLF-L3 type controller inputs
It is electrical connected, the motor is electrical connected with TD-CLF-L3 type controller output ends.
Preferably, the lower sleeve top surface diameter, upper bush basal diameter and middle sleeve diameter all same, the lower sleeve
Basal diameter is identical with upper bush top surface diameter, and lower sleeve basal diameter is more than middle sleeve diameter.
Preferably, corrosion-resistant finishes is scribbled on the outside of the kickboard, and kickboard is connected with middle sleeve by screw.
Preferably, the end cap and kickboard are connected by screw thread with metallic rod.
Preferably, the blind hole diameter is more than shot diameter, and blind hole depth is at least 10 times of shot diameter.
Preferably, second through-hole diameter is more than connecting rod diameter, and the spring is connected with universal wheel by screw.
Preferably, the base end face is evenly arranged with directional wheel, and directional wheel is connected with base by screw thread.
Compared with prior art, beneficial effects of the present invention：Scientific and reasonable for structure, safe and convenient to use, this hair of the invention
The actual working condition of bright combination, from different from traditional thinking, device first covers conduit before concrete perfusion and put
To 1.5 meters or so of stake bottom, when concrete is poured, device constantly can up move with concrete surface, by connecting with device
The lining rope can connect accurately knows the depth of concrete surface.Even if upper bore occur to cave in, do not interfere with to reality yet
The measurement of stake top concrete surface, the pouring quality of stake is effectively guaranteed, can also efficiently control waste of material, guider can be prevented
Only measurer influences Detection results, draws lining rope by motor, while utilize TD-CLF-L3 type controls when tilting and pipe friction
Device controlled motor processed, manpower is saved, the design is simple in construction, practical, can promote the use of a large area.
Brief description of the drawings
Accompanying drawing is used for providing a further understanding of the present invention, and a part for constitution instruction, the reality with the present invention
Apply example to be used to explain the present invention together, be not construed as limiting the invention.
In the accompanying drawings：
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the lining rope hole mounting structure schematic diagram of the present invention；
Fig. 3 is the spring mounting structure schematic diagram of the present invention；
Fig. 4 is the base mounting structure schematic diagram of the present invention；
Fig. 5 is the accumulator mounting structure schematic diagram of the present invention；
Label in figure：1st, measurer body；2nd, lower sleeve；3rd, middle sleeve；4th, kickboard；5th, cavity；6th, column；7th, lining rope hole；8、
First through hole；9th, metallic rod；10th, blind hole；11st, shot；12nd, end cap；13rd, screwed hole；14th, upper bush；15th, the second through hole；16、
Guider；17th, universal wheel；18th, connecting rod；19th, baffle plate；20th, spring；21st, conduit；22nd, lining rope；23rd, pulling force sensor；24th, turn
Wheel；25th, motor；26th, base；27th, expansion link；28th, directional wheel；29th, battery；30th, TD-CLF-L3 type controllers.
Embodiment
The preferred embodiments of the present invention are illustrated below in conjunction with accompanying drawing, it will be appreciated that described herein preferred real
Apply example to be merely to illustrate and explain the present invention, be not intended to limit the present invention.
Embodiment：As Figure 1-5, a kind of technical scheme of present invention offer, a kind of cast-in-place pile concrete face measuring equipment,
Including measurer body 1, lower sleeve 2, middle sleeve 3, kickboard 4, cavity 5, column 6, lining rope hole 7, first through hole 8, metallic rod 9,
Blind hole 10, shot 11, end cap 12, screwed hole 13, upper bush 14, the second through hole 15, guider 16, universal wheel 17, connecting rod 18, gear
Plate 19, spring 20, conduit 21, lining rope 22, pulling force sensor 23, runner 24, motor 25, base 26, expansion link 27, directional wheel
28th, battery 29 and TD-CLF-L3 type controllers 30, the bottom of measurer body 1 are provided with lower sleeve 2, and the top surface of lower sleeve 2 is set
There is middle sleeve 3, the outside of middle sleeve 3 is socketed with kickboard 4, cavity 5 is offered inside kickboard 4, and cavity 5 is internally provided with column 6, floats
The top surface side of plate 4 offers lining rope hole 7, and the top surface of kickboard 4 uniformly offers first through hole 8, and first through hole 8 is internally provided with gold
Belonging to bar 9, the top surface of metallic rod 9 offers blind hole 10, and blind hole 10 is internally provided with shot 11, and the top of metallic rod 9 is socketed with end cap 12,
The bottom surface of end cap 12 offers screwed hole 13, and the top surface of middle sleeve 3 is provided with upper bush 14, upper bush 14 and the upper side of middle sleeve 3
The second through hole 15 is uniformly offered, the second through hole 15 is internally provided with guider 16, and the one end of guider 16 is provided with universal wheel
17, universal wheel 17 is connected with the one end of connecting rod 18, and the other end of connecting rod 18 is provided with baffle plate 19, and the middle part of connecting rod 18 is socketed with spring
20, measurer body 1 is socketed on the middle part of conduit 21, and lining rope hole 7 is connected with the one end of lining rope 22, and lining rope 22 is set close to the side of kickboard 4
Pulling force sensor 23 is equipped with, the other end of lining rope 22 is connected and is connected with runner 24, and the side of runner 24 is provided with motor 25, motor
25 are secured by bolts in the top surface of base 26, and the top surface side of base 26 is provided with expansion link 27, and the one end of expansion link 27 is provided with fixed
To wheel 28, the interior side of base 26 is provided with battery 29, and the side of battery 29 is provided with TD-CLF-L3 type controllers 30, draws
Force snesor 23 and battery 29 are electrical connected with the input of TD-CLF-L3 type controllers 30, motor 25 and TD-CLF-L3
The output end of type controller 30 is electrical connected.
For the ease of installation lower sleeve 2 and upper bush 14, in the present embodiment, it is preferred that the top surface diameter of lower sleeve 2, upper set
14 basal diameters of cylinder and the diameter all same of middle sleeve 3, the basal diameter of lower sleeve 2 is identical with the top surface diameter of upper bush 14, and traps
2 basal diameters of cylinder are more than the diameter of middle sleeve 3.
For the ease of protecting and installing kickboard 4, in the present embodiment, it is preferred that the outside of kickboard 4 scribbles corrosion-resistant finishes, and
Kickboard 4 is connected with middle sleeve 3 by screw.
For the ease of installing the He of end cap 12, in the present embodiment, it is preferred that end cap 12 and kickboard 4 pass through screw thread and metal
Bar 9 is connected.
For the ease of being put into shot 11 in blind hole 10, in the present embodiment, it is preferred that it is straight that the diameter of blind hole 10 is more than shot 11
Footpath, and the depth of blind hole 10 is at least 10 times of the diameter of shot 11.
For the ease of installing guider 16, in the present embodiment, it is preferred that the diameter of the second through hole 15 is more than the diameter of connecting rod 18, spring
20 are connected with universal wheel 17 by screw.
For the ease of mobile base 26, in the present embodiment, it is preferred that the bottom surface of base 26 is evenly arranged with directional wheel, orientation
Wheel is connected with base by screw thread.
The operation principle and process for using of the present invention：The present invention is a kind of cast-in-place pile concrete face measuring equipment, before use
According to the type of concrete and the weight of Auto-regulating System of Density of Heavy Medium measurer body 1, concrete operations are put to open end cap 12 in blind hole 10
Enter shot 11, the spring contraction of device 16 is directed in order to measure, during use, measurer body 1 is enclosed on the middle part of conduit 21, this
When universal wheel 17 be close to the outer surface of conduit 21, lining rope 22 is fastened in lining rope hole 7, measurer body 1 is put into 1.5 meters of a bottom left side
Right position, mobile base 26 to specified location, the length of adjustable telescopic rod 27, motor power is connected, it is filling mixed by conduit 21
Solidifying soil, when concrete is poured, measurer body 1 constantly can up move with concrete surface, and guider 21 can the amount of preventing
Device is surveyed when tilting and pipe friction, now pulling force on lining rope 22 reduces, and during less than certain value, pulling force sensor 23 is by information
TD-CLF-L3 type controllers 30 are passed to, TD-CLF-L3 type controllers 30 can connect the power supply of motor 25, and runner 24 rotates, will
Lining rope 22 is wound on the side of runner 24, and the depth of concrete surface is accurately known by the can of lining rope 22 being connected with device, profit
Motor 25 is controlled with TD-CLF-L3 type controllers 30, manpower is saved, is caved in even if there is upper bore, also do not interfered with pair
The measurement of actual stake top concrete surface, the pouring quality of stake is effectively guaranteed, can also efficiently control waste of material, measurement effect
Fruit is good.
Finally it should be noted that：The preferred embodiment of the present invention is the foregoing is only, is not intended to limit the invention, to the greatest extent
The present invention is described in detail with reference to the foregoing embodiments for pipe, and for those skilled in the art, it still can be with
Technical scheme described in foregoing embodiments is modified, or equivalent substitution is carried out to which part technical characteristic.It is all
Within the spirit and principles in the present invention, any modification, equivalent substitution and improvements made etc., it should be included in the guarantor of the present invention
Within the scope of shield.
Claims (7)
1. a kind of cast-in-place pile concrete face measuring equipment, including measurer body（1）, lower sleeve（2）, middle sleeve（3）, kickboard
（4）, cavity（5）, column（6）, lining rope hole（7）, first through hole（8）, metallic rod（9）, blind hole（10）, shot（11）, end cap
（12）, screwed hole（13）, upper bush（14）, the second through hole（15）, guider（16）, universal wheel（17）, connecting rod（18）, baffle plate
（19）, spring（20）, conduit（21）, lining rope（22）, pulling force sensor（23）, runner（24）, motor（25）, base（26）、
Expansion link（27）, directional wheel（28）, battery（29）With TD-CLF-L3 type controllers（30）, it is characterised in that：The measurer
Body（1）Bottom is provided with lower sleeve（2）, the lower sleeve（2）Top surface is provided with middle sleeve（3）, the middle sleeve（3）Outside
It is socketed with kickboard（4）, the kickboard（4）Inside offers cavity（5）, the cavity（5）It is internally provided with column（6）, it is described
Kickboard（4）Top surface side offers lining rope hole（7）, and kickboard（4）Top surface uniformly offers first through hole（8）, described first is logical
Hole（8）It is internally provided with metallic rod（9）, the metallic rod（9）Top surface offers blind hole（10）, the blind hole（10）Inside is set
There is shot（11）, the metallic rod（9）Top is socketed with end cap（12）, the end cap（12）Bottom surface offers screwed hole（13）,
The middle sleeve（3）Top surface is provided with upper bush（14）, the upper bush（14）With middle sleeve（3）Upper side uniformly opens up
There is the second through hole（15）, second through hole（15）It is internally provided with guider（16）, the guider（16）One end is provided with
Universal wheel（17）, the universal wheel（17）With connecting rod（18）One end is connected, the connecting rod（18）The other end is provided with baffle plate（19）,
And connecting rod（18）Middle part is socketed with spring（20）, the measurer body（1）It is socketed on conduit（21）Middle part, the lining rope hole
（7）With lining rope（22）One end is connected, the lining rope（22）Close to kickboard（4）Side is provided with pulling force sensor（23）, the survey
Rope（22）The other end is connected and runner（24）It is connected, the runner（24）Side is provided with motor（25）, the motor
（25）It is secured by bolts in base（26）Top surface, the base（26）Top surface side is provided with expansion link（27）, it is described flexible
Bar（27）One end is provided with directional wheel（28）, the base（26）Interior side is provided with battery（29）, the battery
（29）Side is provided with TD-CLF-L3 type controllers（30）, the pulling force sensor（23）And battery（29）And TD-CLF-
L3 type controllers（30）Input is electrical connected, the motor（25）With TD-CLF-L3 type controllers（30）Output end is electrical
It is connected.
A kind of 2. cast-in-place pile concrete face measuring equipment according to claim 1, it is characterised in that the lower sleeve（2）
Top surface diameter, upper bush（14）Basal diameter and middle sleeve（3）Diameter all same, the lower sleeve（2）Basal diameter and upper set
Cylinder（14）Top surface diameter is identical, and lower sleeve（2）Basal diameter is more than middle sleeve（3）Diameter.
A kind of 3. cast-in-place pile concrete face measuring equipment according to claim 1, it is characterised in that the kickboard（4）Outside
Side scribbles corrosion-resistant finishes, and kickboard（4）With middle sleeve（3）It is connected by screw.
A kind of 4. cast-in-place pile concrete face measuring equipment according to claim 1, it is characterised in that the end cap（12）With
Kickboard（4）Pass through screw thread and metallic rod（9）It is connected.
A kind of 5. cast-in-place pile concrete face measuring equipment according to claim 1, it is characterised in that the blind hole（10）Directly
Footpath is more than shot（11）Diameter, and blind hole（10）Depth is at least shot（11）10 times of diameter.
A kind of 6. cast-in-place pile concrete face measuring equipment according to claim 1, it is characterised in that second through hole
（15）Diameter is more than connecting rod（18）Diameter, the spring（20）With universal wheel（17）It is connected by screw.
A kind of 7. cast-in-place pile concrete face measuring equipment according to claim 1, it is characterised in that the base（26）Bottom
Face is evenly arranged with directional wheel, directional wheel and base（26）It is connected by screw thread.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710984558.1A CN107514019A (en) | 2017-10-20 | 2017-10-20 | A kind of cast-in-place pile concrete face measuring equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710984558.1A CN107514019A (en) | 2017-10-20 | 2017-10-20 | A kind of cast-in-place pile concrete face measuring equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107514019A true CN107514019A (en) | 2017-12-26 |
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ID=60727303
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710984558.1A Pending CN107514019A (en) | 2017-10-20 | 2017-10-20 | A kind of cast-in-place pile concrete face measuring equipment |
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| CN (1) | CN107514019A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113026830A (en) * | 2021-03-10 | 2021-06-25 | 中国科学院武汉岩土力学研究所 | Reusable deep load test equipment for open caisson construction period |
| CN115045346A (en) * | 2021-11-29 | 2022-09-13 | 国网浙江省电力有限公司衢州供电公司 | Line foundation pit detection equipment |
| CN116337514A (en) * | 2023-05-22 | 2023-06-27 | 山西农业大学 | Directional sampler for soil heavy metal detection |
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| US5099696A (en) * | 1988-12-29 | 1992-03-31 | Takechi Engineering Co., Ltd. | Methods of determining capability and quality of foundation piles and of designing foundation piles, apparatus for measuring ground characteristics, method of making hole for foundation pile such as cast-in-situ pile and apparatus therefor |
| CN1696686A (en) * | 2005-05-15 | 2005-11-16 | 山东科技大学 | System for testing quality of cast in place concrete pile |
| CN204269044U (en) * | 2014-12-16 | 2015-04-15 | 山西华晋岩土工程勘察有限公司 | A kind of priming concrete pile hole depth measurement device |
| CN206514784U (en) * | 2017-02-27 | 2017-09-22 | 中石化石油工程技术服务有限公司 | A kind of depth transducer transmission combination device |
| CN207452956U (en) * | 2017-10-20 | 2018-06-05 | 中地君豪建筑工程有限公司 | A kind of cast-in-place pile concrete face measuring equipment |
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2017
- 2017-10-20 CN CN201710984558.1A patent/CN107514019A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5099696A (en) * | 1988-12-29 | 1992-03-31 | Takechi Engineering Co., Ltd. | Methods of determining capability and quality of foundation piles and of designing foundation piles, apparatus for measuring ground characteristics, method of making hole for foundation pile such as cast-in-situ pile and apparatus therefor |
| CN1696686A (en) * | 2005-05-15 | 2005-11-16 | 山东科技大学 | System for testing quality of cast in place concrete pile |
| CN204269044U (en) * | 2014-12-16 | 2015-04-15 | 山西华晋岩土工程勘察有限公司 | A kind of priming concrete pile hole depth measurement device |
| CN206514784U (en) * | 2017-02-27 | 2017-09-22 | 中石化石油工程技术服务有限公司 | A kind of depth transducer transmission combination device |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113026830A (en) * | 2021-03-10 | 2021-06-25 | 中国科学院武汉岩土力学研究所 | Reusable deep load test equipment for open caisson construction period |
| CN115045346A (en) * | 2021-11-29 | 2022-09-13 | 国网浙江省电力有限公司衢州供电公司 | Line foundation pit detection equipment |
| CN116337514A (en) * | 2023-05-22 | 2023-06-27 | 山西农业大学 | Directional sampler for soil heavy metal detection |
| CN116337514B (en) * | 2023-05-22 | 2023-08-11 | 山西农业大学 | Directional sampler for soil heavy metal detection |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20180115 Address after: 150070 Heilongjiang Daoli District of Harbin Qunli Fourth Avenue Huizhi Plaza No. 399 floor 24 West No. 2401 Applicant after: ZHONGDI JUNHAO CONSTRUCTION ENGINEERING CO.,LTD. Address before: 150070 Heilongjiang city of Harbin province Daoli District Qunli Fourth Avenue Huizhi Plaza No. 399 floor 24 West No. 2401 Applicant before: ZHONGDI JUNHAO CONSTRUCTION ENGINEERING CO.,LTD. Applicant before: ZHONGJI JUNHAO CO.,LTD. |
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| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 518000 b1-701-21, building B, Kexing Science Park, 15 Keyuan Road, Science Park community, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Applicant after: Zhongdi Junhao Hi Tech Co.,Ltd. Address before: 150070 No. 2401, 24 / F, West building, Huizhi Plaza, No. 399, Qunli Fourth Avenue, Daoli District, Harbin City, Heilongjiang Province Applicant before: ZHONGDI JUNHAO CONSTRUCTION ENGINEERING CO.,LTD. |
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| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171226 |