CN207452956U - 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
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- CN207452956U CN207452956U CN201721357369.3U CN201721357369U CN207452956U CN 207452956 U CN207452956 U CN 207452956U CN 201721357369 U CN201721357369 U CN 201721357369U CN 207452956 U CN207452956 U CN 207452956U
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- hole
- kickboard
- diameter
- top surface
- lining rope
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 20
- 238000005260 corrosion Methods 0.000 claims description 3
- 230000007797 corrosion Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 5
- 230000010412 perfusion Effects 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 5
- 238000005259 measurement Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008450 motivation Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Abstract
The utility model discloses a kind of cast-in-place pile concrete face measuring equipments, including measurer body, middle sleeve, kickboard, guider, lining rope, pulling force sensor, accumulator and TD CLF L3 type controllers, kickboard is socketed on 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 one side, runner one side is provided with motor, base top surface one side is provided with telescopic rod, accumulator one side is provided with TD CLF L3 type controllers, the utility model device is in concrete perfusion, device constantly can up be moved with concrete surface, the depth of concrete surface can be accurately known by the lining rope being connected with device.Even if upper bore occur to cave in, it will not influence to measure, can also efficiently control waste of material, lining rope is drawn by motor, saves manpower.
Description
Technical field
The utility model is related to concreting field of measuring technique, are specially that a kind of cast-in-place pile concrete face measures dress
It puts.
Background technology
Traditional concrete surface measuring equipment is mainly made 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 perfusion, concrete surface is relatively deep from the ground
Situation when, since 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 construction time is more
It is long, and substantial amounts of unnecessary construction cost is caused to increase or waste.
Utility model content
The utility model provides a kind of cast-in-place pile concrete face measuring equipment, can effectively solve to carry in above-mentioned background technology
The problem of going out.
To achieve the above object, the utility model provides following technical solution：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 cap, threaded hole, upper bush, the second through hole, guider, universal wheel, connecting rod, baffle, spring, conduit, lining rope, pull sensing
Device, runner, motor, pedestal, telescopic rod, directional wheel, accumulator and TD-CLF-L3 type controllers, under the measurer body
Portion is provided with lower sleeve, and the lower sleeve top surface is provided with middle sleeve, is socketed with kickboard on the outside of the middle sleeve, in the kickboard
Portion offers cavity, and the cavity inside is provided with column, and the kickboard top surface one side offers lining rope hole, and kickboard top surface is equal
Even to offer first through hole, the first through hole is internally provided with metallic rod, and the metallic rod top surface offers blind hole, described blind
Hole is internally provided with shot, and the metallic rod top is socketed with end cap, and the end cover offers threaded hole, the middle sleeve
Top surface is provided with upper bush, and the upper bush and middle sleeve upper side are uniformly provided with the second through hole, in second through hole
Portion is provided with guider, and 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
One end is provided with baffle, and spring is socketed in the middle part of connecting rod, and the measurer body is socketed in the middle part of conduit, the lining rope hole with
Lining rope one end is connected, and the lining rope is provided with pulling force sensor close to kickboard one side, and the lining rope other end is connected with runner, institute
It states runner one side and is provided with motor, the motor is secured by bolts in base top surface, and the base top surface one side is set
There is telescopic rod, described telescopic rod one end is provided with directional wheel, and the chassis interior one side is provided with accumulator, the accumulator one
Side is provided with TD-CLF-L3 type controllers, the pulling force sensor and accumulator with TD-CLF-L3 type controller input terminals
It is electrical connected, the motor is electrical connected with TD-CLF-L3 type controller output terminals.
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 pedestal by screw thread.
Compared with prior art, the beneficial effects of the utility model：The utility model is scientific and reasonable for structure, side safe to use
Just, the utility model combines actual working condition, and from different from traditional thinking, device is first before concrete perfusion
It covers conduit and is put into 1.5 meters or so of a bottom, when concrete is poured, device constantly can up be moved with concrete surface, be led to
The depth of concrete surface can accurately be known by crossing the lining rope being connected with device.It, will not even if upper bore occur to cave in
The measurement to actual stake top concrete surface is influenced, the pouring quality of stake is effectively guaranteed, can also efficiently control waste of material,
Measurer can be prevented when tilting for guider and pipe friction, influences detection result, draws lining rope by motor, while utilizes TD-
CLF-L3 type controllers control motor, save manpower, and the design of simple structure and strong practicability can promote the use of a large area.
Description of the drawings
Attached drawing is used to provide a further understanding of the present invention, and a part for constitution instruction, with this practicality
New embodiment for explaining the utility model, does not form the limitation to the utility model together.
In the accompanying drawings：
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the lining rope hole mounting structure schematic diagram of the utility model；
Fig. 3 is the spring mounting structure schematic diagram of the utility model；
Fig. 4 is the base mounting structure schematic diagram of the utility model；
Fig. 5 is the accumulator mounting structure schematic diagram of the utility model；
Figure label：1st, measurer body；2nd, lower sleeve；3rd, middle sleeve；4th, kickboard；5th, cavity；6th, column；7th, lining rope
Hole；8th, first through hole；9th, metallic rod；10th, blind hole；11st, shot；12nd, end cap；13rd, threaded hole；14th, upper bush；15th, second is logical
Hole；16th, guider；17th, universal wheel；18th, connecting rod；19th, baffle；20th, spring；21st, conduit；22nd, lining rope；23rd, pull sensing
Device；24th, runner；25th, motor；26th, pedestal；27th, telescopic rod；28th, directional wheel；29th, accumulator；30th, TD-CLF-L3 types control
Device processed.
Specific embodiment
The preferred embodiment of the utility model is illustrated below in conjunction with attached drawing, it should be understood that described herein excellent
Embodiment is selected to be only used for describing and explaining the present invention, is not used to limit the utility model.
Embodiment：As shown in Figs. 1-5, the utility model provides a kind of technical solution, and a kind of cast-in-place pile concrete face measures
Device, including measurer body 1, lower sleeve 2, middle sleeve 3, kickboard 4, cavity 5, column 6, lining rope hole 7, first through hole 8, metal
Bar 9, blind hole 10, shot 11, end cap 12, threaded hole 13, upper bush 14, the second through hole 15, guider 16, universal wheel 17, connecting rod
18th, baffle 19, spring 20, conduit 21, lining rope 22, pulling force sensor 23, runner 24, motor 25, pedestal 26, telescopic rod
27th, directional wheel 28, accumulator 29 and TD-CLF-L3 type controllers 30,1 lower part of measurer body are provided with lower sleeve 2, lower sleeve
2 top surfaces are provided with middle sleeve 3, and 3 outside of middle sleeve is socketed with kickboard 4, and cavity 5 is offered inside kickboard 4, and 5 inside of cavity is set
There is a column 6,4 top surface one side of kickboard offers lining rope hole 7, and 4 top surface of kickboard is uniformly provided with first through hole 8, in first through hole 8
Portion is provided with metallic rod 9, and 9 top surface of metallic rod offers blind hole 10, and blind hole 10 is internally provided with shot 11,9 top of metallic rod set
End cap 12 is connected to, 12 bottom surface of end cap offers threaded hole 13, and 3 top surface of middle sleeve is provided with upper bush 14, upper bush 14 and middle set
3 upper sides of cylinder are uniformly provided with the second through hole 15, and the second through hole 15 is internally provided with guider 16, and 16 one end of guider is set
There is universal wheel 17, universal wheel 17 is connected with 18 one end of connecting rod, and 18 other end of connecting rod is provided with baffle 19, and 18 middle part set of connecting rod
Spring 20 is connected to, measurer body 1 is socketed on 21 middle part of conduit, and lining rope hole 7 is connected with 22 one end of lining rope, and lining rope 22 is close to kickboard
4 one sides are provided with pulling force sensor 23, and 22 other end of lining rope is connected with runner 24, and 24 one side of runner is provided with motor 25, electricity
Motivation 25 is secured by bolts in 26 top surface of pedestal, and 26 top surface one side of pedestal is provided with telescopic rod 27, and 27 one end of telescopic rod is set
There is directional wheel 28,26 interior side of pedestal is provided with accumulator 29, and 29 one side of accumulator is provided with TD-CLF-L3 type controllers
30, pulling force sensor 23 and accumulator 29 are electrical connected with 30 input terminal of TD-CLF-L3 type controllers, motor 25 and TD-
30 output terminal of CLF-L3 type controllers is electrical connected.
For the ease of installation lower sleeve 2 and upper bush 14, in the present embodiment, it is preferred that 2 top surface diameter of lower sleeve, upper set
Cylinder 3 diameter all same of 14 basal diameters and middle sleeve, 2 basal diameter of lower sleeve is identical with 14 top surface diameter of upper bush, and traps
2 basal diameters of cylinder are more than 3 diameter of middle sleeve.
For the ease of protecting and installing kickboard 4, in the present embodiment, it is preferred that 4 outside of kickboard scribbles corrosion-resistant finishes, and
Kickboard 4 is connected with middle sleeve 3 by screw.
For the ease of installing 12 He of end cap, 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 10 diameter of blind hole is more than shot 11
Footpath, and 10 depth of blind hole is at least 10 times of 11 diameter of shot.
For the ease of installing guider 16, in the present embodiment, it is preferred that 15 diameter of the second through hole is more than 18 diameter of connecting rod,
Spring 20 is connected with universal wheel 17 by screw.
For the ease of mobile base 26, in the present embodiment, it is preferred that 26 bottom surface of pedestal is evenly arranged with directional wheel, orientation
Wheel is connected with pedestal by screw thread.
The operation principle and process for using of the utility model：The utility model measures dress for a kind of cast-in-place pile concrete face
It puts, using the preceding type according to concrete and the weight of Auto-regulating System of Density of Heavy Medium measurer body 1, concrete operations are opening end cap 12,
Shot 11 is put into blind hole 10, in order to measure, by the spring contraction of guider 16 during use, measurer body 1 is sleeved on and is led
21 middle part of pipe, universal wheel 17 is close to 21 outer surface of conduit at this time, and lining rope 22 is fastened in lining rope hole 7, and measurer body 1 is put into
1.5 meters of bottom of stake right position, mobile base 26 to designated position, the length of adjustable telescopic rod 27 connect motor power, by leading
21 filling concrete of pipe, when concrete is poured, measurer body 1 constantly can up be moved with concrete surface, guider
21 can prevent measurer when tilting and pipe friction, and pulling force on lining rope 22 reduces at this time, and during less than certain value, pulling force passes
Sensor 23 passes information to TD-CLF-L3 type controllers 30, and TD-CLF-L3 type controllers 30 can connect 25 power supply of motor,
Runner 24 rotates, and lining rope 22 is wound on 24 side of runner, can accurately know coagulation by the lining rope 22 being connected with device
The depth in native face controls motor 25 using TD-CLF-L3 type controllers 30, saves manpower, cave in even if there is upper bore,
The measurement to actual stake top concrete surface will not be influenced, the pouring quality of stake is effectively guaranteed, can also efficiently control material
Material waste, measurement effect are good.
Finally it should be noted that：The foregoing is merely the preferred embodiments of the utility model, are not limited to this reality
With new, although the utility model is described in detail with reference to the foregoing embodiments, come for those skilled in the art
Say, can still modify to the technical solution recorded in foregoing embodiments or to which part technical characteristic into
Row equivalent substitution.Within the spirit and principle of the utility model, any modifications, equivalent replacements and improvements are made, should all
It is included within the scope of protection of this utility model.
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), threaded hole (13), upper bush (14), the second through hole (15), guider (16), universal wheel (17), connecting rod (18), baffle
(19), spring (20), conduit (21), lining rope (22), pulling force sensor (23), runner (24), motor (25), pedestal (26),
Telescopic rod (27), directional wheel (28), accumulator (29) and TD-CLF-L3 type controllers (30), it is characterised in that：The measurer
Body (1) lower part is provided with lower sleeve (2), and lower sleeve (2) top surface is provided with middle sleeve (3), middle sleeve (3) outside
Kickboard (4) is socketed with, offers cavity (5) inside the kickboard (4), the cavity (5) is internally provided with column (6), described
Kickboard (4) top surface one side offers lining rope hole (7), and kickboard (4) top surface is uniformly provided with first through hole (8), and described first is logical
Hole (8) is internally provided with metallic rod (9), and metallic rod (9) top surface offers blind hole (10), set inside the blind hole (10)
There is shot (11), metallic rod (9) top is socketed with end cap (12), and end cap (12) bottom surface offers threaded hole (13),
Middle sleeve (3) top surface is provided with upper bush (14), and the upper bush (14) is uniformly provided with middle sleeve (3) upper side
Second through hole (15), second through hole (15) are internally provided with guider (16), and described guider (16) one end is provided with ten thousand
To wheel (17), the universal wheel (17) is connected with connecting rod (18) one end, and connecting rod (18) other end is provided with baffle (19), and
Spring (20) is socketed in the middle part of connecting rod (18), the measurer body (1) is socketed in the middle part of conduit (21), the lining rope hole (7)
It is connected with lining rope (22) one end, the lining rope (22) is provided with pulling force sensor (23), the lining rope close to kickboard (4) one side
(22) other end is connected with runner (24), and runner (24) one side is provided with motor (25), and the motor (25) passes through
Bolt is fixed on pedestal (26) top surface, and pedestal (26) the top surface one side is provided with telescopic rod (27), the telescopic rod (27) one
End is provided with directional wheel (28), and pedestal (26) interior side is provided with accumulator (29), and accumulator (29) one side is set
TD-CLF-L3 type controllers (30) are equipped with, the pulling force sensor (23) and accumulator (29) are controlled with TD-CLF-L3 types
Device (30) input terminal is electrical connected, and the motor (25) is electrical connected with TD-CLF-L3 type controllers (30) output terminal.
A kind of 2. cast-in-place pile concrete face measuring equipment according to claim 1, which is characterized in that the lower sleeve (2)
Top surface diameter, upper bush (14) basal diameter and middle sleeve (3) diameter all same, 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.
3. a kind of cast-in-place pile concrete face measuring equipment according to claim 1, which is characterized in that the kickboard (4) is outside
Side scribbles corrosion-resistant finishes, and kickboard (4) is connected with middle sleeve (3) by screw.
4. a kind of cast-in-place pile concrete face measuring equipment according to claim 1, which is characterized in that the end cap (12) and
Kickboard (4) is connected by screw thread with metallic rod (9).
5. a kind of cast-in-place pile concrete face measuring equipment according to claim 1, which is characterized in that the blind hole (10) is straight
Footpath is more than shot (11) diameter, and blind hole (10) depth is at least 10 times of shot (11) diameter.
A kind of 6. cast-in-place pile concrete face measuring equipment according to claim 1, which is characterized in that second through hole
(15) diameter is more than connecting rod (18) diameter, and the spring (20) is connected with universal wheel (17) by screw.
A kind of 7. cast-in-place pile concrete face measuring equipment according to claim 1, which is characterized in that pedestal (26) bottom
Face is evenly arranged with directional wheel, and directional wheel is connected with pedestal (26) by screw thread.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721357369.3U CN207452956U (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 |
|---|---|---|---|
| CN201721357369.3U CN207452956U (en) | 2017-10-20 | 2017-10-20 | A kind of cast-in-place pile concrete face measuring equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207452956U true CN207452956U (en) | 2018-06-05 |
Family
ID=62280665
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721357369.3U Expired - Fee Related CN207452956U (en) | 2017-10-20 | 2017-10-20 | A kind of cast-in-place pile concrete face measuring equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207452956U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107514019A (en) * | 2017-10-20 | 2017-12-26 | 中地君豪建筑工程有限公司 | A kind of cast-in-place pile concrete face measuring equipment |
-
2017
- 2017-10-20 CN CN201721357369.3U patent/CN207452956U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107514019A (en) * | 2017-10-20 | 2017-12-26 | 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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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 518000 Room 501, building a, innovation building, 198 Daxin Road, majialong community, Nantou street, Nanshan District, Shenzhen City, Guangdong Province Patentee 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 Patentee before: ZHONGDI JUNHAO CONSTRUCTION ENGINEERING Co.,Ltd. |
|
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
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 Patentee after: Zhongdi Junhao Hi Tech Co.,Ltd. Address before: 518000 Room 501, building a, innovation building, 198 Daxin Road, majialong community, Nantou street, Nanshan District, Shenzhen City, Guangdong Province Patentee before: Zhongdi Junhao Hi Tech Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180605 |