CN108168965A - A kind of automatic mortar mending level - Google Patents

A kind of automatic mortar mending level Download PDF

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Publication number
CN108168965A
CN108168965A CN201611114418.0A CN201611114418A CN108168965A CN 108168965 A CN108168965 A CN 108168965A CN 201611114418 A CN201611114418 A CN 201611114418A CN 108168965 A CN108168965 A CN 108168965A
Authority
CN
China
Prior art keywords
core sample
automatic mortar
piston
cover die
mending
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.)
Pending
Application number
CN201611114418.0A
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Chinese (zh)
Inventor
吴洁
刘小艳
孙旭
蒋煜
王博
李田雨
周茂坤
沈欣欣
苏雨艳
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.)
Nanjing Water Conservancy Building Engineering Detection Center Co Ltd
Original Assignee
Nanjing Water Conservancy Building Engineering Detection 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 Nanjing Water Conservancy Building Engineering Detection Center Co Ltd filed Critical Nanjing Water Conservancy Building Engineering Detection Center Co Ltd
Priority to CN201611114418.0A priority Critical patent/CN108168965A/en
Publication of CN108168965A publication Critical patent/CN108168965A/en
Pending legal-status Critical Current

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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/28Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
    • G01N1/286Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q involving mechanical work, e.g. chopping, disintegrating, compacting, homogenising

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  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Sampling And Sample Adjustment (AREA)

Abstract

A kind of automatic mortar mending level, the filling-in instrument include bottom plate, and the bottom plate is equipped with die arrangement and electronic grouting device;The present invention provides a kind of automatic mortar mending level to solve above-mentioned deficiency, meets the requirements verticality, the flatness of core sample after filling-in, easy to operate, convenient, can improve filling-in efficiency, has preferable prospect, suitable for promoting.

Description

A kind of automatic mortar mending level
Technical field
The present invention relates to Architectural Equipment technical fields, and in particular to a kind of automatic mortar mending level.
Background technology
In building field, it is sometimes desirable to detect the compression strength of concrete building structures or component, core drilling method is mixed Xtah Crude Clay structure or component partial drill through concrete core sample, and concrete core sample is processed into standard cylinder, detects concrete core sample Cylindrical compressive strength, and more concrete core sample cylindrical compressive strength structural or concrete members compression strength.For Detection is facilitated to need the core sample that drills through carrying out filling-in, current core sample end face filling-in device cannot be guaranteed hanging down for core sample after filling-in The parallel degree of straight degree, flatness and its both ends of the surface, and it is complicated, efficiency is low, seriously affects drill core test concrete The accuracy of intensity.
Invention content
The present invention provides a kind of automatic mortar mending level to solve above-mentioned deficiency, makes the verticality of core sample after filling-in, smooth Degree meets《Factor about core-drilling test concrete strength technical regulation》(CECS 03:2007) requirement, easy to operate, convenient, Neng Gouti High filling-in efficiency.
The technical solution of the present invention:
A kind of automatic mortar mending level, the filling-in instrument include bottom plate, and the bottom plate is equipped with die arrangement and electronic note Sizing device.
As advanced optimizing for this programme, the die arrangement includes stent, and the stent is equipped with hollow bushing, institute Hollow bushing side is stated equipped with trip bolt, the hollow bushing is interior to be equipped with upper pressure upright bar, is connected under the upper pressure upright bar Pressing plate, the top board have core sample.
As advanced optimizing for this programme, tight loop is additionally provided on the stent, the tight loop is used for tightening core sample.
As advanced optimizing for this programme, the core sample both ends are equipped with core sample cover die, and the core sample cover die includes sealing Circle and cover die, the sealing ring and cover die closely connect, and the core sample cover die is sleeved on core sample both ends by cover die.
As advanced optimizing for this programme, the cover die is equipped with circular hole, and plug screw is equipped in the circular hole.
As advanced optimizing for this programme, the electronic grouting device includes piston and takes out sizing device and mortar box.
As advanced optimizing for this programme, the piston takes out sizing device and includes piston cylinder, is equipped with and lives in the piston cylinder Stopper rod, the piston rod control it to move up and down by being arranged on the switch above piston cylinder, are connected with below the piston rod Piston head is additionally provided with valve A on the piston head, and the piston cylinder side is equipped with grout outlet, and the piston cylinder is had into slurry Pipe, described inlet pipe one end are arranged in mortar box, and valve B is equipped between the inlet pipe and piston cylinder.
As advanced optimizing for this programme, the grout outlet tail end is equipped with grout outlet pullover, and the grout outlet set is first Side is equipped with grouting stop-valve, and the grout outlet pullover and circular hole cooperate, i.e., matched with plug screw.
As advanced optimizing for this programme, the upper pressure upright bar is equipped with scale dimension line.
Beneficial effects of the present invention:
1. by setting tight loop that can replace fastening according to core sample ruler cun for tightening core sample on stent in the present invention Circle, it is easy to operate, replace easily, fix stably, meet different needs;2. electronic grouting device uses " piston in the present invention Pumped well " principle using pressure difference, mortar is squeezed out and is injected in core sample cover die, this apparatus structure is simple and convenient to operate, and is gone out Slurry amount is small, easily controllable, adapts to core sample filling-in operation;3. core sample cover die of the present invention is by upper rubber seal and module of trapping Into rubber ring is compressible, good airproof performance, plays compacting and sealing function, when top board applies pressure, sealing ring can adjust automatically core Sample both ends filling-in height, when grouting device injects mortar, sealing ring can ensure that injecting mortar does not spill over core sample cover die;4. the present invention In be carved with scale dimension line in upper pressure upright bar, when adjusting top board and compressing core sample cover die and core sample, it is ensured that size after filling-in Rationally.
Description of the drawings
It is further illustrated the present invention below in conjunction with attached drawing:
Fig. 1 is schematic structural view of the invention;
Fig. 2 is core sample cover die structure diagram of the present invention;
Fig. 3 takes out sizing device structure diagram for electric piston of the present invention;
Fig. 4 is grout outlet structure diagram of the present invention;
In figure:1st, bottom plate, 2, stent, 3, hollow bushing, 4, trip bolt, 5, upper pressure upright bar, 6, top board, 7, fastening Circle, 8, piston take out sizing device, 9, mortar box, 10, grout outlet, 11, core sample cover die, 12, sealing ring, 13, cover die, 14, plug screw, 15th, it switchs, 16, piston rod, 17, valve A, 18, piston head, 19, valve B, 20, inlet pipe, 21, grout outlet pullover, 22, only starch Valve, 23, scale dimension line, 24, core sample, 25, circular hole, 26, piston cylinder.
Specific embodiment
All features or disclosed all methods disclosed in this specification or in the process the step of, in addition to mutually exclusive Feature and/or step other than, can combine in any way.
Any feature disclosed in this specification (including any accessory claim, abstract), unless specifically stated, It is replaced by other equivalent or with similar purpose alternative features.That is, unless specifically stated, each feature is a series of An example in equivalent or similar characteristics.
Embodiment:
As shown in Figures 1 to 4, a kind of automatic mortar mending level, the filling-in instrument include bottom plate 1, and the bottom plate is equipped with Die arrangement and electronic grouting device.
As advanced optimizing for this programme, the die arrangement includes stent 2, and the stent is equipped with hollow bushing 3, The hollow bushing side is equipped with trip bolt 4, and upper pressure upright bar 5 is equipped in the hollow bushing, is connected under the upper pressure upright bar There is top board 6, the top board has core sample 24.
As advanced optimizing for this programme, tight loop 7 is additionally provided on the stent, the tight loop is used for tightening core Sample.
As advanced optimizing for this programme, the core sample both ends are equipped with core sample cover die 11, and the core sample cover die includes close Seal 12 and cover die 13, the sealing ring and cover die closely connect, and the core sample cover die is sleeved on core sample both ends by cover die.
As advanced optimizing for this programme, the cover die is equipped with circular hole 25, and plug screw 14 is equipped in the circular hole.
As advanced optimizing for this programme, the electronic grouting device includes piston and takes out sizing device 8 and mortar box 9.
As advanced optimizing for this programme, the piston takes out sizing device and includes piston cylinder 26, is equipped in the piston cylinder Piston rod 16, the piston rod controls it to move up and down by being arranged on the switch 15 above piston cylinder, below the piston rod Piston head 18 is connected with, valve A17 is additionally provided on the piston head, the piston cylinder side is equipped with grout outlet 10, the piston Cylinder has inlet pipe 20, and described inlet pipe one end is arranged in mortar box, and valve is equipped between the inlet pipe and piston cylinder B19。
As advanced optimizing for this programme, the grout outlet tail end is equipped with grout outlet pullover 21, the grout outlet pullover Side is equipped with grouting stop-valve 22, and the grout outlet pullover and circular hole cooperate, i.e., matched with plug screw.
As advanced optimizing for this programme, the upper pressure upright bar is equipped with scale dimension line 23.
The course of work:
As shown in Figures 1 to 4, during operation, the plug screw 14 in 13 circular hole 25 of cover die is extracted, cover die 13 is sleeved on 24 liang of core sample End pays attention to estimating core sample end face peak on the interface of cover die 13 and sealing ring 12, the core sample packaged is fixed on fastening In circle 7, trip bolt 4 is unclamped, according to the scale dimension line 23 in core sample ruler cun and top board upright bar 5, top board 5 is adjusted to standard True position touches sealing ring 12, compresses core sample, while tighten trip bolt 4.Grouting stop-valve 22 is unclamped, by grout outlet pullover 21 The circular hole of cover die 13 is inserted into, the mortar mixed is poured into mortar box 9, is powered on, turns on the switch 15, piston takes out sizing device Running until mortar cannot reinject core sample cover die 11, turns off the switch, and closes grouting stop-valve 22, grout outlet pullover 21 is extracted, by spiral shell Plug 14 is inserted into the circular hole of cover die 13, is kept for 1-3 minutes.After the compacting of filling-in material, core sample in tight loop 7 is taken out, is taken Lower both ends core sample cover die 11 is placed on steady place's maintenance.
Piston takes out sizing device in use, by lower switch 15, and piston rod 16 drives piston head 18 to move up and down.If piston is upward Mobile, valve A 17 is acted on by atmospheric pressure and being closed, piston lower portion rarefaction of air, and air pressure is less than ambient pressure, in mortar box 9 Mortar is acted through inlet pipe 20 by atmospheric pressure and pushed open in the entrance cylinders of valve B 19;If piston moves down, valve B 19 is closed, 26 interior mortars of piston cylinder cannot be flowed downward by resistance, push the top that valve A 17 is upwardly into cylinder open;Piston 18 lifts again When, the mortar above piston 18 closes valve A 17, and mortar is squeezed out from grout outlet, meanwhile, the mortar in mortar box 9 is again big Valve B 19 is pushed under gas pressure open to enter in cylinder.So cycle, piston do not stop to move up and down, and mortar is successive from grout outlet It squeezes out.
Using above-mentioned desirable embodiment according to the present invention as enlightenment, by above-mentioned description, relevant staff is complete Various changes and amendments can be carried out without departing from the scope of the technological thought of the present invention' entirely.The technology of this invention Property range is not limited to the content on specification, it is necessary to determine its technical scope according to right.

Claims (9)

1. a kind of automatic mortar mending level, which is characterized in that the filling-in instrument includes bottom plate, and the bottom plate is equipped with die arrangement With electronic grouting device.
2. a kind of automatic mortar mending level according to claim 1, which is characterized in that the die arrangement includes stent, The stent is equipped with hollow bushing, and the hollow bushing side is equipped with trip bolt, it is vertical that upper pressure is equipped in the hollow bushing Bar is connected with top board under the upper pressure upright bar, and the top board has core sample.
3. a kind of automatic mortar mending level according to claim 2, which is characterized in that fastening is additionally provided on the stent Circle, the tight loop are used for tightening core sample.
4. a kind of automatic mortar mending level according to claim 3, which is characterized in that the core sample both ends are equipped with core sample set Mould, the core sample cover die include sealing ring and cover die, and the sealing ring and cover die closely connect, and the core sample cover die passes through cover die It is sleeved on core sample both ends.
5. a kind of automatic mortar mending level according to claim 4, which is characterized in that the cover die is equipped with circular hole, institute It states and plug screw is equipped in circular hole.
6. a kind of automatic mortar mending level according to claim 5, which is characterized in that the electronic grouting device includes living Plug takes out sizing device and mortar box.
7. a kind of automatic mortar mending level according to claim 6, which is characterized in that the piston takes out sizing device and includes living Plug tube, the piston cylinder is interior to be equipped with piston rod, and the piston rod is moved down thereon by being arranged on the switch control above piston cylinder It is dynamic, piston head is connected with below the piston rod, valve A is additionally provided on the piston head, the piston cylinder side is equipped with pulp Pipe, the piston cylinder have inlet pipe, and described inlet pipe one end is arranged in mortar box, between the inlet pipe and piston cylinder Equipped with valve B.
8. a kind of automatic mortar mending level according to claim 7, which is characterized in that the grout outlet tail end is equipped with pulp Pipe sleeve head, the grout outlet pullover side are equipped with grouting stop-valve, and the grout outlet pullover and circular hole cooperate, i.e., mating with plug screw It uses.
9. a kind of automatic mortar mending level according to claim 2, which is characterized in that the upper pressure upright bar is equipped with scale Dimension line.
CN201611114418.0A 2016-12-07 2016-12-07 A kind of automatic mortar mending level Pending CN108168965A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611114418.0A CN108168965A (en) 2016-12-07 2016-12-07 A kind of automatic mortar mending level

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Application Number Priority Date Filing Date Title
CN201611114418.0A CN108168965A (en) 2016-12-07 2016-12-07 A kind of automatic mortar mending level

Publications (1)

Publication Number Publication Date
CN108168965A true CN108168965A (en) 2018-06-15

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111220466A (en) * 2019-11-28 2020-06-02 河南牛帕力学工程研究院 Road compressive strength detection device and detection method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05253912A (en) * 1992-03-11 1993-10-05 Toto Ltd Cast molding method
CN2650113Y (en) * 2003-10-10 2004-10-20 山东省建筑科学研究院 Concret core sample end face levelling-up instrument
CN203551354U (en) * 2013-11-05 2014-04-16 天津卓越建筑工程检测技术有限公司 Adjustable concrete core sample filling-in device
CN104290189A (en) * 2014-09-13 2015-01-21 河北联合大学 Method and device for stirring and sucking ceramic slurry
CN104999546A (en) * 2014-04-27 2015-10-28 郑州大学 Grouting concrete columnar test piece mold
CN205219364U (en) * 2015-11-10 2016-05-11 南京和筑建设有限公司 Concrete core appearance terminal surface is mended paper -back edition and is put
CN206248417U (en) * 2016-12-07 2017-06-13 南京市水利建筑工程检测中心有限公司 A kind of automatic mortar mending level

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05253912A (en) * 1992-03-11 1993-10-05 Toto Ltd Cast molding method
CN2650113Y (en) * 2003-10-10 2004-10-20 山东省建筑科学研究院 Concret core sample end face levelling-up instrument
CN203551354U (en) * 2013-11-05 2014-04-16 天津卓越建筑工程检测技术有限公司 Adjustable concrete core sample filling-in device
CN104999546A (en) * 2014-04-27 2015-10-28 郑州大学 Grouting concrete columnar test piece mold
CN104290189A (en) * 2014-09-13 2015-01-21 河北联合大学 Method and device for stirring and sucking ceramic slurry
CN205219364U (en) * 2015-11-10 2016-05-11 南京和筑建设有限公司 Concrete core appearance terminal surface is mended paper -back edition and is put
CN206248417U (en) * 2016-12-07 2017-06-13 南京市水利建筑工程检测中心有限公司 A kind of automatic mortar mending level

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111220466A (en) * 2019-11-28 2020-06-02 河南牛帕力学工程研究院 Road compressive strength detection device and detection method
CN111220466B (en) * 2019-11-28 2023-08-01 河南交院工程技术集团有限公司 Road compressive strength detection device and detection method

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